{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1243kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1243, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 288, \"H_cm\": 70, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=288cm, H=70cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 1383kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1383, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 215, \"H_cm\": 40, \"q_max_kPa\": 299.2, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=215cm, H=40cm, q=299.2kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-200 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1193kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1193, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 282, \"H_cm\": 60, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=282cm, H=60cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section IPE-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=615.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 615.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.97, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=615.7kN, u=97%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S275 cu V=433.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 433.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.54, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=433.0kN, u=54%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=819kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 819, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 181, \"H_cm\": 60, \"q_max_kPa\": 250.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=181cm, H=60cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1432kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1432, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 218, \"H_cm\": 40, \"q_max_kPa\": 301.3, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=218cm, H=40cm, q=301.3kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 1233kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1233, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 70, \"q_max_kPa\": 1000.7, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=111cm, H=70cm, q=1000.7kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 8.8m con carga repartida 27.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.8, \"w_kN_m\": 27.0, \"I_cm4\": 7939}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.13, \"limit_mm\": 29.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.13mm, límite=L/300=29.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.9m con carga 10.5kN/m e I=24601cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 10.5, \"I_cm4\": 24601}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 7.7m con carga repartida 16.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.7, \"w_kN_m\": 16.8, \"I_cm4\": 22406}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 25.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=25.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-300 (S275): V=179.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 179.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.35, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=179.3kN, u=35%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=993kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 993, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 257, \"H_cm\": 70, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=257cm, H=70cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=903kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 903, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 190, \"H_cm\": 60, \"q_max_kPa\": 250.1, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=190cm, H=60cm, q=250.1kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.3m, w=33.5kN/m, I=15629cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 33.5, \"I_cm4\": 15629}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 9.4m con carga repartida 16.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.4, \"w_kN_m\": 16.6, \"I_cm4\": 23032}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 31.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=31.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-240 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.8m, w=13.6kN/m, I=24193cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 13.6, \"I_cm4\": 24193}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 953kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 953, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 195, \"H_cm\": 40, \"q_max_kPa\": 250.6, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=195cm, H=40cm, q=250.6kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 471kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 471, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 69, \"H_cm\": 60, \"q_max_kPa\": 989.3, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=69cm, H=60cm, q=989.3kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S275 cu V=531.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 531.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=531.1kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S355 cu V=608.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 608.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.92, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=608.4kN, u=92%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1343kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1343, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 116, \"H_cm\": 50, \"q_max_kPa\": 998.1, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=116cm, H=50cm, q=998.1kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 4.5m beam with UDL 22.5kN/m, I=24867cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.5, \"w_kN_m\": 22.5, \"I_cm4\": 24867}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.6m con carga 20.4kN/m e I=23153cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.6, \"w_kN_m\": 20.4, \"I_cm4\": 23153}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 1394kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1394, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 118, \"H_cm\": 50, \"q_max_kPa\": 1001.1, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=118cm, H=50cm, q=1001.1kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1391kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1391, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 186, \"H_cm\": 50, \"q_max_kPa\": 402.1, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=186cm, H=50cm, q=402.1kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 758kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 758, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 174, \"H_cm\": 50, \"q_max_kPa\": 250.4, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=174cm, H=50cm, q=250.4kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 6.7m beam with UDL 34.8kN/m, I=17783cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 34.8, \"I_cm4\": 17783}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S275 cu V=1234.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1234.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.87, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1234.2kN, u=87%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 216kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 216, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 120, \"H_cm\": 60, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=120cm, H=60cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S275 con cortante V=463.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 463.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=463.2kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=400kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 400, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 126, \"H_cm\": 70, \"q_max_kPa\": 252.0, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=126cm, H=70cm, q=252.0kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-360 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=646kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 646, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 161, \"H_cm\": 50, \"q_max_kPa\": 249.2, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=161cm, H=50cm, q=249.2kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 447kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 447, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 67, \"H_cm\": 50, \"q_max_kPa\": 995.8, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=67cm, H=50cm, q=995.8kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 939kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 939, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 177, \"H_cm\": 40, \"q_max_kPa\": 299.7, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=177cm, H=40cm, q=299.7kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.0m con carga 32.8kN/m e I=13803cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 32.8, \"I_cm4\": 13803}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 26.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=26.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-200 (S355): V=578.2kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 578.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.6, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=578.2kN, u=60%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=401kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 401, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 63, \"H_cm\": 50, \"q_max_kPa\": 1010.3, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=63cm, H=50cm, q=1010.3kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.5m, w=23.4kN/m, I=5012cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 23.4, \"I_cm4\": 5012}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S275 cu V=531.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 531.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.66, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=531.9kN, u=66%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1450kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1450, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 190, \"H_cm\": 50, \"q_max_kPa\": 401.7, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=190cm, H=50cm, q=401.7kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 7.6m beam with UDL 23.6kN/m, I=10447cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.6, \"w_kN_m\": 23.6, \"I_cm4\": 10447}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 25.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=25.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 6.2m con carga repartida 19.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 19.5, \"I_cm4\": 8113}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 1369kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1369, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 117, \"H_cm\": 40, \"q_max_kPa\": 1000.1, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=117cm, H=40cm, q=1000.1kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-300 (S355): V=294.6kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 294.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.45, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=294.6kN, u=45%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 554kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 554, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 118, \"H_cm\": 70, \"q_max_kPa\": 397.9, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=118cm, H=70cm, q=397.9kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 5.3m beam with UDL 28.5kN/m, I=13267cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 28.5, \"I_cm4\": 13267}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S355 cu V=944.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 944.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.98, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=944.2kN, u=98%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 767kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 767, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 138, \"H_cm\": 40, \"q_max_kPa\": 402.8, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=138cm, H=40cm, q=402.8kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1375kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1375, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 214, \"H_cm\": 70, \"q_max_kPa\": 300.2, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=214cm, H=70cm, q=300.2kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.5m con carga 26.2kN/m e I=21698cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 26.2, \"I_cm4\": 21698}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1387kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1387, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 215, \"H_cm\": 60, \"q_max_kPa\": 300.1, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=215cm, H=60cm, q=300.1kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 983kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 983, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 256, \"H_cm\": 60, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=256cm, H=60cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=984kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 984, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 198, \"H_cm\": 70, \"q_max_kPa\": 251.0, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=198cm, H=70cm, q=251.0kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=885kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 885, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 188, \"H_cm\": 40, \"q_max_kPa\": 250.4, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=188cm, H=40cm, q=250.4kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 5.5m beam with UDL 22.2kN/m, I=16617cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 22.2, \"I_cm4\": 16617}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1233kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1233, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 203, \"H_cm\": 60, \"q_max_kPa\": 299.2, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=203cm, H=60cm, q=299.2kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.2m con carga repartida 25.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 25.2, \"I_cm4\": 14593}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1469kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1469, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 121, \"H_cm\": 50, \"q_max_kPa\": 1003.3, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=121cm, H=50cm, q=1003.3kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-400 S275 with shear force V=524.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 524.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.65, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=524.9kN, u=65%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S235 con V=248.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 248.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.57, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=248.4kN, u=57%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=883.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 883.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.85, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=883.8kN, u=85%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.8m, w=20.3kN/m, I=7102cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.8, \"w_kN_m\": 20.3, \"I_cm4\": 7102}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 19.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=19.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=424kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 424, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 65, \"H_cm\": 70, \"q_max_kPa\": 1003.6, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=65cm, H=70cm, q=1003.6kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.4m con carga 10.8kN/m e I=17100cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.4, \"w_kN_m\": 10.8, \"I_cm4\": 17100}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 28.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=28.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=417kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 417, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 102, \"H_cm\": 70, \"q_max_kPa\": 400.8, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=102cm, H=70cm, q=400.8kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=919kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 919, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 152, \"H_cm\": 50, \"q_max_kPa\": 397.8, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=152cm, H=50cm, q=397.8kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S235 cu V=210.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 210.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.31, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=210.9kN, u=31%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-200 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-400 S275 with shear force V=758.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 758.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.94, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=758.8kN, u=94%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1172kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1172, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 217, \"H_cm\": 60, \"q_max_kPa\": 248.9, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=217cm, H=60cm, q=248.9kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 792kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 792, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 178, \"H_cm\": 40, \"q_max_kPa\": 250.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=178cm, H=40cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1479kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1479, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 192, \"H_cm\": 40, \"q_max_kPa\": 401.2, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=192cm, H=40cm, q=401.2kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.0m, w=12.4kN/m, I=12966cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 12.4, \"I_cm4\": 12966}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 30.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=30.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=272kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 272, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 104, \"H_cm\": 70, \"q_max_kPa\": 251.5, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=104cm, H=70cm, q=251.5kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 896kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 896, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 244, \"H_cm\": 60, \"q_max_kPa\": 150.5, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=244cm, H=60cm, q=150.5kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S275 cu V=158.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 158.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.31, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=158.8kN, u=31%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1383kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1383, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 118, \"H_cm\": 50, \"q_max_kPa\": 993.2, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=118cm, H=50cm, q=993.2kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.0m con carga 27.1kN/m e I=16859cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.0, \"w_kN_m\": 27.1, \"I_cm4\": 16859}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 16.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=16.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 8.5m con carga repartida 20.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.5, \"w_kN_m\": 20.3, \"I_cm4\": 20270}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 28.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=28.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=682kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 682, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 151, \"H_cm\": 50, \"q_max_kPa\": 299.1, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=151cm, H=50cm, q=299.1kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga HEB-240 (S355): V=601.0kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 601.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=601.0kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 4.6m con carga repartida 14.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 14.8, \"I_cm4\": 3042}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 4.2m beam with UDL 17.0kN/m, I=10658cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.2, \"w_kN_m\": 17.0, \"I_cm4\": 10658}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S235 con cortante V=435.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 435.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.99, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=435.8kN, u=99%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 882kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 882, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 171, \"H_cm\": 70, \"q_max_kPa\": 301.6, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=171cm, H=70cm, q=301.6kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 6.4m con carga repartida 18.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.4, \"w_kN_m\": 18.6, \"I_cm4\": 11639}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 21.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=21.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=495kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 495, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 50, \"q_max_kPa\": 401.8, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=111cm, H=50cm, q=401.8kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1164kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1164, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 216, \"H_cm\": 40, \"q_max_kPa\": 249.5, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=216cm, H=40cm, q=249.5kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S275 con V=548.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 548.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.79, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=548.1kN, u=79%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=998kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 998, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 158, \"H_cm\": 60, \"q_max_kPa\": 399.8, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=158cm, H=60cm, q=399.8kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-360 S235 with shear force V=296.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 296.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.5, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=296.3kN, u=50%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=375.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 375.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.39, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=375.7kN, u=39%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 268kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 268, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 82, \"H_cm\": 70, \"q_max_kPa\": 398.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=82cm, H=70cm, q=398.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 883kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 883, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 172, \"H_cm\": 50, \"q_max_kPa\": 298.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=172cm, H=50cm, q=298.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1167kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1167, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 171, \"H_cm\": 60, \"q_max_kPa\": 399.1, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=171cm, H=60cm, q=399.1kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 8.7m con carga repartida 25.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.7, \"w_kN_m\": 25.6, \"I_cm4\": 19123}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 29.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=29.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.3m con carga 32.9kN/m e I=3521cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.3, \"w_kN_m\": 32.9, \"I_cm4\": 3521}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 21.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=21.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 9.0m con carga repartida 30.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 30.5, \"I_cm4\": 15717}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 30.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=30.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=537kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 537, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 134, \"H_cm\": 70, \"q_max_kPa\": 299.1, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=134cm, H=70cm, q=299.1kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 294kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 294, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 86, \"H_cm\": 60, \"q_max_kPa\": 397.5, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=86cm, H=60cm, q=397.5kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 9.6m beam with UDL 13.5kN/m, I=4549cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 13.5, \"I_cm4\": 4549}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.16, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.16mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1174kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1174, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 217, \"H_cm\": 50, \"q_max_kPa\": 249.3, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=217cm, H=50cm, q=249.3kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S275 con V=728.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 728.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=728.6kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-300 S235 with shear force V=514.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 514.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.42, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=514.3kN, u=42%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=416.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 416.3, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.43, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=416.3kN, u=43%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-360 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 5.6m con carga repartida 19.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.6, \"w_kN_m\": 19.8, \"I_cm4\": 19799}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 4.6m con carga repartida 15.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 15.1, \"I_cm4\": 8225}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.4m, w=12.5kN/m, I=11374cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.4, \"w_kN_m\": 12.5, \"I_cm4\": 11374}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 24.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=24.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 870kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 870, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 241, \"H_cm\": 40, \"q_max_kPa\": 149.8, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=241cm, H=40cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=829kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 829, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 144, \"H_cm\": 70, \"q_max_kPa\": 399.8, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=144cm, H=70cm, q=399.8kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=347.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 347.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.51, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=347.6kN, u=51%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 4.8m con carga repartida 28.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.8, \"w_kN_m\": 28.2, \"I_cm4\": 20770}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 16.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=16.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 575kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 575, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 120, \"H_cm\": 70, \"q_max_kPa\": 399.3, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=120cm, H=70cm, q=399.3kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.9m con carga 27.6kN/m e I=6641cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.9, \"w_kN_m\": 27.6, \"I_cm4\": 6641}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 16.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=16.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 8.0m beam with UDL 26.6kN/m, I=10846cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 26.6, \"I_cm4\": 10846}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 26.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=26.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 4.4m con carga repartida 11.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.4, \"w_kN_m\": 11.1, \"I_cm4\": 11529}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 8.3m con carga repartida 26.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.3, \"w_kN_m\": 26.5, \"I_cm4\": 19660}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 27.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=27.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.5m, w=26.6kN/m, I=3424cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.5, \"w_kN_m\": 26.6, \"I_cm4\": 3424}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.15, \"limit_mm\": 25.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.15mm, límite=L/300=25.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.6m, w=26.4kN/m, I=21862cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 26.4, \"I_cm4\": 21862}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga HEB-300 (S355): V=1595.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1595.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.87, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1595.1kN, u=87%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 5.5m beam with UDL 19.6kN/m, I=9221cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 19.6, \"I_cm4\": 9221}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S275 con cortante V=284.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 284.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.56, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=284.7kN, u=56%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S275 con V=584.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 584.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.58, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=584.3kN, u=58%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 1275kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1275, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 179, \"H_cm\": 70, \"q_max_kPa\": 397.9, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=179cm, H=70cm, q=397.9kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.7m con carga 29.4kN/m e I=17957cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 29.4, \"I_cm4\": 17957}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S355 cu V=791.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 791.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=791.4kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-240 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=287kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 287, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 138, \"H_cm\": 40, \"q_max_kPa\": 150.7, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=138cm, H=40cm, q=150.7kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.6m, w=21.6kN/m, I=9413cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.6, \"w_kN_m\": 21.6, \"I_cm4\": 9413}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=8.5m, w=10.5kN/m, I=24423cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.5, \"w_kN_m\": 10.5, \"I_cm4\": 24423}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 28.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=28.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S275 con V=1155.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1155.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.81, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1155.3kN, u=81%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 714kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 714, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 154, \"H_cm\": 70, \"q_max_kPa\": 301.1, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=154cm, H=70cm, q=301.1kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=623.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 623.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=623.3kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S355 cu V=1643.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1643.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1643.6kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S275 con V=488.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 488.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.95, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=488.0kN, u=95%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.2m con carga 30.7kN/m e I=16261cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.2, \"w_kN_m\": 30.7, \"I_cm4\": 16261}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga HEB-200 (S235): V=342.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 342.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.54, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=342.4kN, u=54%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S355 con V=492.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 492.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.51, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=492.2kN, u=51%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=686.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 686.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.92, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=686.3kN, u=92%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.1m, w=14.7kN/m, I=13392cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.1, \"w_kN_m\": 14.7, \"I_cm4\": 13392}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 17.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=17.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 6.7m beam with UDL 24.7kN/m, I=18521cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 24.7, \"I_cm4\": 18521}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-300 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.9m con carga 22.9kN/m e I=7209cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.9, \"w_kN_m\": 22.9, \"I_cm4\": 7209}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.12, \"limit_mm\": 29.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.12mm, límite=L/300=29.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1484kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1484, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 222, \"H_cm\": 60, \"q_max_kPa\": 301.1, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=222cm, H=60cm, q=301.1kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 427kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 427, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 131, \"H_cm\": 60, \"q_max_kPa\": 248.8, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=131cm, H=60cm, q=248.8kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 6.5m beam with UDL 31.8kN/m, I=6940cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 31.8, \"I_cm4\": 6940}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 5.8m beam with UDL 32.1kN/m, I=14665cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.8, \"w_kN_m\": 32.1, \"I_cm4\": 14665}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 19.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=19.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.7m, w=19.9kN/m, I=6331cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.7, \"w_kN_m\": 19.9, \"I_cm4\": 6331}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 19.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=19.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1160kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1160, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 215, \"H_cm\": 60, \"q_max_kPa\": 250.9, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=215cm, H=60cm, q=250.9kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section IPE-360 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=399.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 399.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.54, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=399.8kN, u=54%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1353kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1353, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 116, \"H_cm\": 50, \"q_max_kPa\": 1005.5, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=116cm, H=50cm, q=1005.5kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.0m, w=30.4kN/m, I=6466cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.0, \"w_kN_m\": 30.4, \"I_cm4\": 6466}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 13.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=13.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 433kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 433, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 170, \"H_cm\": 60, \"q_max_kPa\": 149.8, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=170cm, H=60cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S275 con cortante V=239.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 239.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.47, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=239.1kN, u=47%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S355 con cortante V=423.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 423.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.64, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=423.8kN, u=64%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.3m, w=28.2kN/m, I=20321cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 28.2, \"I_cm4\": 20321}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.2m con carga repartida 30.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.2, \"w_kN_m\": 30.0, \"I_cm4\": 6900}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 17.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=17.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 6.9m beam with UDL 15.0kN/m, I=14953cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 15.0, \"I_cm4\": 14953}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 23.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=23.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=870kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 870, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 241, \"H_cm\": 50, \"q_max_kPa\": 149.8, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=241cm, H=50cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-200 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-300 (S275): V=241.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 241.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.47, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=241.3kN, u=47%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 733kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 733, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 135, \"H_cm\": 60, \"q_max_kPa\": 402.2, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=135cm, H=60cm, q=402.2kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 4.1m con carga repartida 11.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.1, \"w_kN_m\": 11.0, \"I_cm4\": 24634}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.0m con carga 32.5kN/m e I=19671cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 32.5, \"I_cm4\": 19671}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 26.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=26.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-400 S275 with shear force V=670.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 670.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.83, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=670.5kN, u=83%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=650.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 650.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.75, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=650.1kN, u=75%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 483kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 483, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 179, \"H_cm\": 50, \"q_max_kPa\": 150.7, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=179cm, H=50cm, q=150.7kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-240 S275 with shear force V=621.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 621.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.62, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=621.4kN, u=62%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.6m con carga 32.2kN/m e I=4505cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.6, \"w_kN_m\": 32.2, \"I_cm4\": 4505}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 18.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=18.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.7m, w=30.1kN/m, I=10444cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.7, \"w_kN_m\": 30.1, \"I_cm4\": 10444}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.16, \"limit_mm\": 32.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.16mm, límite=L/300=32.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-240 S275 with shear force V=751.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 751.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.74, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=751.6kN, u=74%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1008kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1008, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 259, \"H_cm\": 40, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=259cm, H=40cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S235 cu V=510.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 510.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.86, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=510.5kN, u=86%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1127kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1127, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 106, \"H_cm\": 60, \"q_max_kPa\": 1003.0, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=106cm, H=60cm, q=1003.0kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-300 (S235): V=301.2kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 301.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.69, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=301.2kN, u=69%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1171kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1171, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 198, \"H_cm\": 50, \"q_max_kPa\": 298.7, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=198cm, H=50cm, q=298.7kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S235 con V=200.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=200.4kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 8.0m beam with UDL 31.2kN/m, I=22120cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 31.2, \"I_cm4\": 22120}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 26.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=26.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=959kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 959, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 196, \"H_cm\": 40, \"q_max_kPa\": 249.6, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=196cm, H=40cm, q=249.6kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1351kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1351, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 232, \"H_cm\": 40, \"q_max_kPa\": 251.0, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=232cm, H=40cm, q=251.0kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.0m con carga 19.0kN/m e I=23463cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 19.0, \"I_cm4\": 23463}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 26.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=26.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S275 con V=484.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 484.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.94, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=484.5kN, u=94%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S355 con V=735.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 735.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.56, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=735.2kN, u=56%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1267kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1267, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 206, \"H_cm\": 60, \"q_max_kPa\": 298.6, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=206cm, H=60cm, q=298.6kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=444.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 444.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.65, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=444.4kN, u=65%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S355 con cortante V=933.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 933.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.51, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=933.7kN, u=51%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section IPE-400 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-400 (S275): V=343.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 343.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.43, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=343.1kN, u=43%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=399.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 399.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.63, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=399.7kN, u=63%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1191kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1191, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 282, \"H_cm\": 40, \"q_max_kPa\": 149.8, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=282cm, H=40cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 5.5m con carga repartida 27.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 27.9, \"I_cm4\": 23167}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 460kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 460, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 107, \"H_cm\": 40, \"q_max_kPa\": 401.8, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=107cm, H=40cm, q=401.8kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.9m con carga 12.3kN/m e I=18767cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.9, \"w_kN_m\": 12.3, \"I_cm4\": 18767}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 16.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=16.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=957kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 957, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 196, \"H_cm\": 60, \"q_max_kPa\": 249.1, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=196cm, H=60cm, q=249.1kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.6m, w=27.2kN/m, I=6384cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.6, \"w_kN_m\": 27.2, \"I_cm4\": 6384}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 22.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=22.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S275 con cortante V=252.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 252.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=252.9kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=610.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 610.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.89, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=610.8kN, u=89%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 6.0m beam with UDL 28.5kN/m, I=8942cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.0, \"w_kN_m\": 28.5, \"I_cm4\": 8942}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 20.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=20.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1125kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1125, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 106, \"H_cm\": 60, \"q_max_kPa\": 1001.2, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=106cm, H=60cm, q=1001.2kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 4.1m beam with UDL 10.1kN/m, I=10153cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.1, \"w_kN_m\": 10.1, \"I_cm4\": 10153}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1237kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1237, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 60, \"q_max_kPa\": 1004.0, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=111cm, H=60cm, q=1004.0kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-300 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=451kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 451, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 134, \"H_cm\": 70, \"q_max_kPa\": 251.2, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=134cm, H=70cm, q=251.2kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 494kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 494, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 50, \"q_max_kPa\": 400.9, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=111cm, H=50cm, q=400.9kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=774kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 774, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 139, \"H_cm\": 60, \"q_max_kPa\": 400.6, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=139cm, H=60cm, q=400.6kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=484kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 484, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 70, \"H_cm\": 40, \"q_max_kPa\": 987.8, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=70cm, H=40cm, q=987.8kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 259kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 259, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 131, \"H_cm\": 40, \"q_max_kPa\": 150.9, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=131cm, H=40cm, q=150.9kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-240 en S275 con cortante V=648.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 648.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.64, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=648.3kN, u=64%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section IPE-360 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-200 S235 with shear force V=283.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 283.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.44, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=283.0kN, u=44%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 5.7m beam with UDL 11.7kN/m, I=5217cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.7, \"w_kN_m\": 11.7, \"I_cm4\": 5217}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 19.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=19.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S275 con V=384.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 384.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.38, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=384.1kN, u=38%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S235 cu V=761.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 761.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=761.1kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=516.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 516.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.54, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=516.7kN, u=54%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S355 con cortante V=698.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 698.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.78, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=698.2kN, u=78%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=866kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 866, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 93, \"H_cm\": 40, \"q_max_kPa\": 1001.3, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=93cm, H=40cm, q=1001.3kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=714kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 714, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 84, \"H_cm\": 70, \"q_max_kPa\": 1011.9, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=84cm, H=70cm, q=1011.9kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-300 S275 with shear force V=447.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 447.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.32, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=447.6kN, u=32%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1342kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1342, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 232, \"H_cm\": 50, \"q_max_kPa\": 249.3, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=232cm, H=50cm, q=249.3kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.4m, w=23.8kN/m, I=12638cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.4, \"w_kN_m\": 23.8, \"I_cm4\": 12638}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 31.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=31.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 8.2m beam with UDL 10.8kN/m, I=4628cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.2, \"w_kN_m\": 10.8, \"I_cm4\": 4628}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 27.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=27.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1154kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1154, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 215, \"H_cm\": 60, \"q_max_kPa\": 249.6, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=215cm, H=60cm, q=249.6kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 9.6m beam with UDL 27.5kN/m, I=4623cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 27.5, \"I_cm4\": 4623}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.31, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.31mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=445.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 445.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.52, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=445.8kN, u=52%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S275 con V=469.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 469.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.33, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=469.2kN, u=33%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1074kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1074, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 104, \"H_cm\": 60, \"q_max_kPa\": 993.0, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=104cm, H=60cm, q=993.0kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=267kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 267, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 40, \"q_max_kPa\": 741.7, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=40cm, q=741.7kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1090kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1090, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 191, \"H_cm\": 40, \"q_max_kPa\": 298.8, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=191cm, H=40cm, q=298.8kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=484kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 484, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 180, \"H_cm\": 60, \"q_max_kPa\": 149.4, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=180cm, H=60cm, q=149.4kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1485kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1485, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 122, \"H_cm\": 50, \"q_max_kPa\": 997.7, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=122cm, H=50cm, q=997.7kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 567kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 567, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 194, \"H_cm\": 50, \"q_max_kPa\": 150.7, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=194cm, H=50cm, q=150.7kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1465kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1465, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 313, \"H_cm\": 60, \"q_max_kPa\": 149.5, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=313cm, H=60cm, q=149.5kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 434kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 434, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 120, \"H_cm\": 50, \"q_max_kPa\": 301.4, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=120cm, H=50cm, q=301.4kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.3m con carga 33.4kN/m e I=7853cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.3, \"w_kN_m\": 33.4, \"I_cm4\": 7853}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 14.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=14.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-400 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=310.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 310.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.36, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=310.6kN, u=36%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.1m con carga 27.2kN/m e I=22258cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.1, \"w_kN_m\": 27.2, \"I_cm4\": 22258}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-360 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S355 con cortante V=679.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 679.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.76, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=679.1kN, u=76%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 931kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 931, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 153, \"H_cm\": 60, \"q_max_kPa\": 397.7, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=153cm, H=60cm, q=397.7kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.4m, w=21.8kN/m, I=22089cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.4, \"w_kN_m\": 21.8, \"I_cm4\": 22089}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.5m, w=32.5kN/m, I=4550cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.5, \"w_kN_m\": 32.5, \"I_cm4\": 4550}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.14, \"limit_mm\": 25.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.14mm, límite=L/300=25.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=629.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 629.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.92, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=629.8kN, u=92%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S275 cu V=510.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 510.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.74, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=510.2kN, u=74%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=936.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 936.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=936.8kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 8.1m con carga repartida 32.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.1, \"w_kN_m\": 32.4, \"I_cm4\": 2896}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.3, \"limit_mm\": 27.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.3mm, límite=L/300=27.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 1283kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1283, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 227, \"H_cm\": 50, \"q_max_kPa\": 249.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=227cm, H=50cm, q=249.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.4m, w=30.9kN/m, I=22270cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.4, \"w_kN_m\": 30.9, \"I_cm4\": 22270}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 9.7m beam with UDL 21.2kN/m, I=7477cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.7, \"w_kN_m\": 21.2, \"I_cm4\": 7477}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.16, \"limit_mm\": 32.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.16mm, límite=L/300=32.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=817kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 817, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 233, \"H_cm\": 50, \"q_max_kPa\": 150.5, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=233cm, H=50cm, q=150.5kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 7.9m beam with UDL 29.9kN/m, I=5704cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 29.9, \"I_cm4\": 5704}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.13, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.13mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.9m, w=17.9kN/m, I=20296cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 17.9, \"I_cm4\": 20296}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 23.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=23.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1375kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1375, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 235, \"H_cm\": 50, \"q_max_kPa\": 249.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=235cm, H=50cm, q=249.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S275 cu V=364.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 364.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=364.1kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 7.1m beam with UDL 22.4kN/m, I=20070cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.1, \"w_kN_m\": 22.4, \"I_cm4\": 20070}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1396kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1396, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 305, \"H_cm\": 70, \"q_max_kPa\": 150.1, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=305cm, H=70cm, q=150.1kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=771kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 771, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 139, \"H_cm\": 70, \"q_max_kPa\": 399.0, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=139cm, H=70cm, q=399.0kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S275 con V=582.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 582.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=582.3kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 8.4m beam with UDL 23.3kN/m, I=8208cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.4, \"w_kN_m\": 23.3, \"I_cm4\": 8208}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 28.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=28.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S355 cu V=534.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 534.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.41, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=534.7kN, u=41%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=566kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 566, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 194, \"H_cm\": 60, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=194cm, H=60cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 5.7m beam with UDL 19.7kN/m, I=7338cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.7, \"w_kN_m\": 19.7, \"I_cm4\": 7338}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 19.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=19.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=944kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 944, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 194, \"H_cm\": 60, \"q_max_kPa\": 250.8, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=194cm, H=60cm, q=250.8kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 6.2m beam with UDL 21.3kN/m, I=22188cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 21.3, \"I_cm4\": 22188}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-300 (S235): V=233.8kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 233.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.53, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=233.8kN, u=53%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=313.7kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 313.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=313.7kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 547kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 547, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 74, \"H_cm\": 70, \"q_max_kPa\": 998.9, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=74cm, H=70cm, q=998.9kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.5m, w=18.7kN/m, I=7358cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.5, \"w_kN_m\": 18.7, \"I_cm4\": 7358}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 25.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=25.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-400 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 325kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 325, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 147, \"H_cm\": 50, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=147cm, H=50cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=427kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 427, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 169, \"H_cm\": 70, \"q_max_kPa\": 149.5, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=169cm, H=70cm, q=149.5kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S355 con cortante V=599.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 599.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=599.5kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 1340kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1340, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 183, \"H_cm\": 40, \"q_max_kPa\": 400.1, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=183cm, H=40cm, q=400.1kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=547.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 547.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.8, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=547.3kN, u=80%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-360 S275 with shear force V=474.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 474.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.69, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=474.8kN, u=69%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga HEB-300 (S235): V=712.0kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 712.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=712.0kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=678.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 678.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.99, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=678.7kN, u=99%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1110kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1110, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 105, \"H_cm\": 60, \"q_max_kPa\": 1006.8, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=105cm, H=60cm, q=1006.8kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.6m con carga 30.8kN/m e I=17337cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 30.8, \"I_cm4\": 17337}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1240kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1240, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 176, \"H_cm\": 70, \"q_max_kPa\": 400.3, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=176cm, H=70cm, q=400.3kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 9.3m con carga repartida 14.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 14.2, \"I_cm4\": 7911}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=217kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 217, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 74, \"H_cm\": 40, \"q_max_kPa\": 396.3, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=74cm, H=40cm, q=396.3kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section IPE-400 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1356kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1356, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 233, \"H_cm\": 60, \"q_max_kPa\": 249.8, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=233cm, H=60cm, q=249.8kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S355 con V=1147.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 1147.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=1147.9kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 9.3m con carga repartida 22.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 22.5, \"I_cm4\": 24305}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.2m, w=23.9kN/m, I=10444cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 23.9, \"I_cm4\": 10444}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-360 (S275): V=644.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 644.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.93, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=644.9kN, u=93%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=1449.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1449.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.79, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1449.2kN, u=79%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=952kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 952, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 195, \"H_cm\": 40, \"q_max_kPa\": 250.4, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=195cm, H=40cm, q=250.4kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.5m, w=12.3kN/m, I=24075cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 12.3, \"I_cm4\": 24075}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-400 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-300 S235 with shear force V=357.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 357.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.81, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=357.1kN, u=81%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-240 en S275 con cortante V=325.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 325.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.32, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=325.4kN, u=32%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=331.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 331.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.52, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=331.0kN, u=52%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 4.7m beam with UDL 18.7kN/m, I=9875cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.7, \"w_kN_m\": 18.7, \"I_cm4\": 9875}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 15.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=15.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S275 cu V=1233.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1233.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.87, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1233.8kN, u=87%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.9m con carga 15.4kN/m e I=12318cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.9, \"w_kN_m\": 15.4, \"I_cm4\": 12318}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 33.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=33.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=430kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 430, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 169, \"H_cm\": 40, \"q_max_kPa\": 150.6, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=169cm, H=40cm, q=150.6kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-300 (S235): V=212.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 212.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=212.9kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section HEB-240 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.9m, w=21.4kN/m, I=13169cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 21.4, \"I_cm4\": 13169}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-240 S355 with shear force V=1054.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 1054.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.81, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=1054.0kN, u=81%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S275 con cortante V=297.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 297.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.58, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=297.8kN, u=58%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=522.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 522.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=522.5kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S355 con V=1641.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1641.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1641.4kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.0m, w=32.4kN/m, I=22375cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.0, \"w_kN_m\": 32.4, \"I_cm4\": 22375}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 20.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=20.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-400 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-360 (S235): V=273.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 273.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=273.3kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S275 cu V=220.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 220.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.32, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=220.4kN, u=32%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.6m, w=12.7kN/m, I=24474cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 12.7, \"I_cm4\": 24474}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 8.7m con carga repartida 34.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.7, \"w_kN_m\": 34.1, \"I_cm4\": 11639}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.1, \"limit_mm\": 29.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.1mm, límite=L/300=29.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.8m con carga 11.1kN/m e I=20008cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.8, \"w_kN_m\": 11.1, \"I_cm4\": 20008}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 26.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=26.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 606kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 606, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 142, \"H_cm\": 50, \"q_max_kPa\": 300.5, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=142cm, H=50cm, q=300.5kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.2m con carga 33.2kN/m e I=21558cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.2, \"w_kN_m\": 33.2, \"I_cm4\": 21558}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 7.3m con carga repartida 14.7kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 14.7, \"I_cm4\": 20368}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=610.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 610.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.96, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=610.8kN, u=96%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion IPE-360 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion IPE-360 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 6.5m beam with UDL 18.8kN/m, I=24268cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 18.8, \"I_cm4\": 24268}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 7.4m con carga repartida 33.7kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.4, \"w_kN_m\": 33.7, \"I_cm4\": 20298}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 24.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=24.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1020kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1020, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 160, \"H_cm\": 40, \"q_max_kPa\": 398.4, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=160cm, H=40cm, q=398.4kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 384kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 384, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 124, \"H_cm\": 40, \"q_max_kPa\": 249.7, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=124cm, H=40cm, q=249.7kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=684kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 684, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 83, \"H_cm\": 60, \"q_max_kPa\": 992.9, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=83cm, H=60cm, q=992.9kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1368kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1368, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 302, \"H_cm\": 60, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=302cm, H=60cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=364kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 364, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 156, \"H_cm\": 60, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=156cm, H=60cm, q=149.6kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 7.9m con carga repartida 26.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 26.9, \"I_cm4\": 10817}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.8m, w=15.6kN/m, I=15298cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 15.6, \"I_cm4\": 15298}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S235 con cortante V=251.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 251.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.36, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=251.0kN, u=36%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.6m, w=22.1kN/m, I=14492cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 22.1, \"I_cm4\": 14492}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 5.3m beam with UDL 12.0kN/m, I=22490cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 12.0, \"I_cm4\": 22490}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion IPE-360 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.6m, w=14.1kN/m, I=9060cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 14.1, \"I_cm4\": 9060}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1048kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1048, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 205, \"H_cm\": 40, \"q_max_kPa\": 249.4, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=205cm, H=40cm, q=249.4kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=403kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 403, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 100, \"H_cm\": 40, \"q_max_kPa\": 403.0, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=100cm, H=40cm, q=403.0kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 5.5m con carga repartida 23.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 23.2, \"I_cm4\": 12930}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.2m, w=14.3kN/m, I=3151cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.2, \"w_kN_m\": 14.3, \"I_cm4\": 3151}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 24.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=24.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.2m con carga 15.7kN/m e I=23390cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.2, \"w_kN_m\": 15.7, \"I_cm4\": 23390}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 30.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=30.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S355 cu V=312.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 312.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.47, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=312.7kN, u=47%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1202kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1202, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 283, \"H_cm\": 50, \"q_max_kPa\": 150.1, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=283cm, H=50cm, q=150.1kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S275 cu V=359.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 359.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.45, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=359.9kN, u=45%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S235 cu V=586.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 586.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.85, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=586.1kN, u=85%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=307kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 307, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 70, \"q_max_kPa\": 249.2, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=111cm, H=70cm, q=249.2kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S275 con V=749.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 749.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.53, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=749.9kN, u=53%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-200 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=597kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 597, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 141, \"H_cm\": 60, \"q_max_kPa\": 300.3, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=141cm, H=60cm, q=300.3kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-200 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=8.8m, w=34.1kN/m, I=22890cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.8, \"w_kN_m\": 34.1, \"I_cm4\": 22890}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 29.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=29.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1253kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1253, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 224, \"H_cm\": 70, \"q_max_kPa\": 249.7, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=224cm, H=70cm, q=249.7kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 600kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 600, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 155, \"H_cm\": 60, \"q_max_kPa\": 249.7, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=155cm, H=60cm, q=249.7kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 8.6m con carga repartida 24.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.6, \"w_kN_m\": 24.1, \"I_cm4\": 21097}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 28.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=28.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 5.0m con carga repartida 16.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.0, \"w_kN_m\": 16.9, \"I_cm4\": 5920}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 16.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=16.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-400 S275 with shear force V=804.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 804.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 1.0, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=804.8kN, u=100%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 541kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 541, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 74, \"H_cm\": 60, \"q_max_kPa\": 987.9, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=74cm, H=60cm, q=987.9kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S235 con cortante V=358.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 358.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=358.7kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=470kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 470, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 108, \"H_cm\": 60, \"q_max_kPa\": 402.9, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=108cm, H=60cm, q=402.9kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 839kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 839, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 92, \"H_cm\": 40, \"q_max_kPa\": 991.3, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=92cm, H=40cm, q=991.3kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 9.7m beam with UDL 18.9kN/m, I=23997cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.7, \"w_kN_m\": 18.9, \"I_cm4\": 23997}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 32.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=32.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S355 con cortante V=861.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 861.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.96, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=861.8kN, u=96%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=10.0m, w=25.7kN/m, I=21498cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 10.0, \"w_kN_m\": 25.7, \"I_cm4\": 21498}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 33.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=33.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.8m, w=22.8kN/m, I=15001cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 22.8, \"I_cm4\": 15001}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 8.3m con carga repartida 24.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.3, \"w_kN_m\": 24.9, \"I_cm4\": 7743}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 27.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=27.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 1014kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1014, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 201, \"H_cm\": 70, \"q_max_kPa\": 251.0, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=201cm, H=70cm, q=251.0kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1455kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1455, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 220, \"H_cm\": 70, \"q_max_kPa\": 300.6, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=220cm, H=70cm, q=300.6kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=590kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 590, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 140, \"H_cm\": 60, \"q_max_kPa\": 301.0, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=140cm, H=60cm, q=301.0kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 343kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 343, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 50, \"q_max_kPa\": 952.8, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=50cm, q=952.8kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=569.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 569.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.83, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=569.1kN, u=83%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.1m, w=29.1kN/m, I=18748cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.1, \"w_kN_m\": 29.1, \"I_cm4\": 18748}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 950kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 950, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 178, \"H_cm\": 40, \"q_max_kPa\": 299.8, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=178cm, H=40cm, q=299.8kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S235 cu V=201.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 201.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=201.7kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S235 cu V=289.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 289.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.34, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=289.4kN, u=34%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1071kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1071, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 103, \"H_cm\": 70, \"q_max_kPa\": 1009.5, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=103cm, H=70cm, q=1009.5kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-300 S235 with shear force V=594.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 594.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=594.9kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 873kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 873, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 148, \"H_cm\": 60, \"q_max_kPa\": 398.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=148cm, H=60cm, q=398.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S275 con V=161.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 161.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.31, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=161.3kN, u=31%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 4.8m beam with UDL 33.7kN/m, I=19671cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.8, \"w_kN_m\": 33.7, \"I_cm4\": 19671}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 16.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=16.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S355 con cortante V=505.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 505.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=505.7kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 241kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 241, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 127, \"H_cm\": 40, \"q_max_kPa\": 149.4, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=127cm, H=40cm, q=149.4kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=384kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 384, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 160, \"H_cm\": 50, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=160cm, H=50cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=819.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 819.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.79, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=819.8kN, u=79%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-360 S275 with shear force V=407.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 407.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=407.1kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 9.1m con carga repartida 21.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 21.2, \"I_cm4\": 5889}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.15, \"limit_mm\": 30.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.15mm, límite=L/300=30.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=580kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 580, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 197, \"H_cm\": 60, \"q_max_kPa\": 149.4, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=197cm, H=60cm, q=149.4kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.8m con carga 34.0kN/m e I=7525cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.8, \"w_kN_m\": 34.0, \"I_cm4\": 7525}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.17, \"limit_mm\": 29.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.17mm, límite=L/300=29.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.0m con carga repartida 33.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.0, \"w_kN_m\": 33.1, \"I_cm4\": 18929}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 16.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=16.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S275 cu V=685.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 685.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.92, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=685.3kN, u=92%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S275 cu V=889.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 889.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=889.2kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-300 (S275): V=533.5kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 533.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.38, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=533.5kN, u=38%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 9.5m beam with UDL 29.5kN/m, I=7806cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 29.5, \"I_cm4\": 7806}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.19, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.19mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 430kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 430, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 131, \"H_cm\": 40, \"q_max_kPa\": 250.6, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=131cm, H=40cm, q=250.6kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-360 S355 with shear force V=446.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 446.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.5, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=446.7kN, u=50%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1271kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1271, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 291, \"H_cm\": 70, \"q_max_kPa\": 150.1, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=291cm, H=70cm, q=150.1kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1305kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1305, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 209, \"H_cm\": 50, \"q_max_kPa\": 298.8, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=209cm, H=50cm, q=298.8kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S235 cu V=634.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 634.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.92, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=634.8kN, u=92%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=426kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 426, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 131, \"H_cm\": 50, \"q_max_kPa\": 248.2, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=131cm, H=50cm, q=248.2kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S275 cu V=300.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 300.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=300.2kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 4.1m beam with UDL 20.8kN/m, I=11598cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.1, \"w_kN_m\": 20.8, \"I_cm4\": 11598}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.4m, w=29.6kN/m, I=24810cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.4, \"w_kN_m\": 29.6, \"I_cm4\": 24810}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S235 cu V=179.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 179.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.41, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=179.7kN, u=41%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1015kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1015, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 184, \"H_cm\": 60, \"q_max_kPa\": 299.8, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=184cm, H=60cm, q=299.8kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=937.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 937.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.97, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=937.1kN, u=97%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.7m, w=20.3kN/m, I=13969cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.7, \"w_kN_m\": 20.3, \"I_cm4\": 13969}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1104kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1104, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 166, \"H_cm\": 40, \"q_max_kPa\": 400.6, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=166cm, H=40cm, q=400.6kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 503kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 503, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 112, \"H_cm\": 60, \"q_max_kPa\": 401.0, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=112cm, H=60cm, q=401.0kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-200 S235 with shear force V=557.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 557.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=557.1kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=310kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 310, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 102, \"H_cm\": 60, \"q_max_kPa\": 298.0, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=102cm, H=60cm, q=298.0kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1287kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1287, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 179, \"H_cm\": 60, \"q_max_kPa\": 401.7, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=179cm, H=60cm, q=401.7kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.5m con carga 15.4kN/m e I=19022cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.5, \"w_kN_m\": 15.4, \"I_cm4\": 19022}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=848kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 848, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 92, \"H_cm\": 50, \"q_max_kPa\": 1001.9, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=92cm, H=50cm, q=1001.9kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-240 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.9m con carga 16.6kN/m e I=3332cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.9, \"w_kN_m\": 16.6, \"I_cm4\": 3332}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.19, \"limit_mm\": 29.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.19mm, límite=L/300=29.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-240 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for IPE-360 S355 with shear force V=544.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 544.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=544.5kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=307kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 307, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 50, \"q_max_kPa\": 852.8, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=50cm, q=852.8kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1153kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1153, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 277, \"H_cm\": 50, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=277cm, H=50cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.9m con carga 26.0kN/m e I=5619cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.9, \"w_kN_m\": 26.0, \"I_cm4\": 5619}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 19.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=19.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S275 con cortante V=440.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 440.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=440.2kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.3m, w=23.8kN/m, I=10325cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.3, \"w_kN_m\": 23.8, \"I_cm4\": 10325}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 21.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=21.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.6m, w=15.7kN/m, I=18860cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.6, \"w_kN_m\": 15.7, \"I_cm4\": 18860}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 22.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=22.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 9.6m beam with UDL 24.4kN/m, I=10555cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 24.4, \"I_cm4\": 10555}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.12, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.12mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S355 con cortante V=424.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 424.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.47, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=424.2kN, u=47%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=854kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 854, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 239, \"H_cm\": 70, \"q_max_kPa\": 149.5, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=239cm, H=70cm, q=149.5kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 9.9m con carga repartida 17.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.9, \"w_kN_m\": 17.1, \"I_cm4\": 12652}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 33.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=33.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 972kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 972, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 99, \"H_cm\": 50, \"q_max_kPa\": 991.7, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=99cm, H=50cm, q=991.7kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga HEB-300 (S235): V=891.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 891.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.73, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=891.1kN, u=73%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 1222kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1222, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 221, \"H_cm\": 70, \"q_max_kPa\": 250.2, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=221cm, H=70cm, q=250.2kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=447kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 447, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 122, \"H_cm\": 50, \"q_max_kPa\": 300.3, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=122cm, H=50cm, q=300.3kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=335kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 335, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 116, \"H_cm\": 70, \"q_max_kPa\": 249.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=116cm, H=70cm, q=249.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1125kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1125, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 168, \"H_cm\": 40, \"q_max_kPa\": 398.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=168cm, H=40cm, q=398.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S355 cu V=1028.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1028.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.56, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1028.6kN, u=56%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=324.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 324.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.34, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=324.8kN, u=34%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=752kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 752, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 224, \"H_cm\": 50, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=224cm, H=50cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1396kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1396, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 305, \"H_cm\": 50, \"q_max_kPa\": 150.1, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=305cm, H=50cm, q=150.1kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=880kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 880, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 188, \"H_cm\": 40, \"q_max_kPa\": 249.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=188cm, H=40cm, q=249.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.8m con carga repartida 23.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 23.3, \"I_cm4\": 6468}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.7m, w=19.9kN/m, I=3135cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 19.9, \"I_cm4\": 3135}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.5m con carga 18.8kN/m e I=19552cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 18.8, \"I_cm4\": 19552}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=365.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 365.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.35, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=365.7kN, u=35%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.9m con carga 13.9kN/m e I=21727cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.9, \"w_kN_m\": 13.9, \"I_cm4\": 21727}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 16.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=16.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-360 S355 with shear force V=541.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 541.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=541.9kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 1257kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1257, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 177, \"H_cm\": 50, \"q_max_kPa\": 401.2, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=177cm, H=50cm, q=401.2kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S235 con V=385.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 385.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.32, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=385.1kN, u=32%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 886kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 886, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 172, \"H_cm\": 60, \"q_max_kPa\": 299.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=172cm, H=60cm, q=299.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 5.3m beam with UDL 27.9kN/m, I=2428cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 27.9, \"I_cm4\": 2428}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 6.9m con carga repartida 24.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 24.8, \"I_cm4\": 23209}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.7m con carga repartida 13.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 13.0, \"I_cm4\": 18980}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S275 cu V=330.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 330.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.33, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=330.0kN, u=33%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.0m, w=30.7kN/m, I=11567cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.0, \"w_kN_m\": 30.7, \"I_cm4\": 11567}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=259kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 259, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 93, \"H_cm\": 60, \"q_max_kPa\": 299.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=93cm, H=60cm, q=299.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 474kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 474, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 69, \"H_cm\": 70, \"q_max_kPa\": 995.6, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=69cm, H=70cm, q=995.6kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=353.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 353.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.41, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=353.4kN, u=41%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-360 S235 with shear force V=210.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 210.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.36, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=210.2kN, u=36%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 555kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 555, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 74, \"H_cm\": 60, \"q_max_kPa\": 1013.5, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=74cm, H=60cm, q=1013.5kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 831kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 831, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 166, \"H_cm\": 40, \"q_max_kPa\": 301.6, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=166cm, H=40cm, q=301.6kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.5m, w=29.6kN/m, I=18331cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 29.6, \"I_cm4\": 18331}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=475.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 475.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=475.6kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga HEB-300 (S275): V=1180.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1180.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.83, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1180.9kN, u=83%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 9.8m beam with UDL 16.9kN/m, I=21869cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 16.9, \"I_cm4\": 21869}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.5m con carga 13.7kN/m e I=21265cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 13.7, \"I_cm4\": 21265}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 9.3m con carga repartida 19.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 19.5, \"I_cm4\": 11388}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-200 S355 with shear force V=384.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 384.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.4, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=384.7kN, u=40%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S235 cu V=525.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 525.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.89, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=525.0kN, u=89%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.7m con carga repartida 33.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.7, \"w_kN_m\": 33.2, \"I_cm4\": 14498}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 19.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=19.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.6m, w=19.7kN/m, I=24450cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 19.7, \"I_cm4\": 24450}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 5.7m beam with UDL 30.8kN/m, I=20170cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.7, \"w_kN_m\": 30.8, \"I_cm4\": 20170}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 19.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=19.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1494kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1494, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 223, \"H_cm\": 60, \"q_max_kPa\": 300.4, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=223cm, H=60cm, q=300.4kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1369kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1369, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 117, \"H_cm\": 70, \"q_max_kPa\": 1000.1, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=117cm, H=70cm, q=1000.1kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.2m, w=23.9kN/m, I=10315cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 23.9, \"I_cm4\": 10315}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga HEB-300 (S275): V=567.8kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 567.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.4, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=567.8kN, u=40%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.4m, w=15.0kN/m, I=24823cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.4, \"w_kN_m\": 15.0, \"I_cm4\": 24823}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 8.9m con carga repartida 28.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.9, \"w_kN_m\": 28.0, \"I_cm4\": 9726}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.11, \"limit_mm\": 29.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.11mm, límite=L/300=29.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S275 con V=689.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 689.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 1.0, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=689.5kN, u=100%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=1042.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1042.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.57, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1042.2kN, u=57%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S235 con cortante V=373.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 373.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.63, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=373.6kN, u=63%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 399kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 399, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 163, \"H_cm\": 60, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=163cm, H=60cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 708kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 708, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 154, \"H_cm\": 70, \"q_max_kPa\": 298.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=154cm, H=70cm, q=298.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1170kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1170, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 197, \"H_cm\": 70, \"q_max_kPa\": 301.5, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=197cm, H=70cm, q=301.5kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-200 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 208kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 208, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 60, \"q_max_kPa\": 577.8, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=60cm, q=577.8kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 9.0m con carga repartida 25.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 25.1, \"I_cm4\": 7813}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.13, \"limit_mm\": 30.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.13mm, límite=L/300=30.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.3m con carga 18.8kN/m e I=14299cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 18.8, \"I_cm4\": 14299}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-200 (S275): V=453.8kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 453.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=453.8kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 9.7m beam with UDL 24.1kN/m, I=20451cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.7, \"w_kN_m\": 24.1, \"I_cm4\": 20451}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 32.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=32.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 8.9m con carga repartida 12.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.9, \"w_kN_m\": 12.0, \"I_cm4\": 16555}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 29.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=29.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.6m, w=34.2kN/m, I=22760cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 34.2, \"I_cm4\": 22760}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.1m con carga 18.5kN/m e I=22484cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.1, \"w_kN_m\": 18.5, \"I_cm4\": 22484}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 27.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=27.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-300 (S235): V=395.6kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 395.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=395.6kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 9.8m con carga repartida 19.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 19.3, \"I_cm4\": 23696}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=658.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 658.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=658.6kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S235 cu V=627.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 627.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.99, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=627.7kN, u=99%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=422kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 422, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 130, \"H_cm\": 70, \"q_max_kPa\": 249.7, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=130cm, H=70cm, q=249.7kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-240 en S235 con cortante V=684.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 684.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.79, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=684.5kN, u=79%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.3m con carga 30.9kN/m e I=8367cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 30.9, \"I_cm4\": 8367}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 780kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 780, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 161, \"H_cm\": 50, \"q_max_kPa\": 300.9, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=161cm, H=50cm, q=300.9kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.3m con carga 14.4kN/m e I=3243cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 14.4, \"I_cm4\": 3243}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1032kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1032, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 203, \"H_cm\": 50, \"q_max_kPa\": 250.4, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=203cm, H=50cm, q=250.4kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1174kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1174, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 108, \"H_cm\": 70, \"q_max_kPa\": 1006.5, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=108cm, H=70cm, q=1006.5kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-240 en S275 con cortante V=739.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 739.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.73, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=739.9kN, u=73%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.7m con carga 29.5kN/m e I=13073cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 29.5, \"I_cm4\": 13073}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 7.9m beam with UDL 12.0kN/m, I=11195cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 12.0, \"I_cm4\": 11195}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=615kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 615, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 202, \"H_cm\": 60, \"q_max_kPa\": 150.7, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=202cm, H=60cm, q=150.7kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.2m, w=27.1kN/m, I=2304cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.2, \"w_kN_m\": 27.1, \"I_cm4\": 2304}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 17.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=17.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 8.6m beam with UDL 20.8kN/m, I=12598cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.6, \"w_kN_m\": 20.8, \"I_cm4\": 12598}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 28.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=28.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-200 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.6m, w=20.7kN/m, I=21181cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 20.7, \"I_cm4\": 21181}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S355 con V=794.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 794.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=794.6kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S355 con V=746.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 746.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=746.6kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-240 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S235 cu V=681.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 681.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.99, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=681.9kN, u=99%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-300 S275 with shear force V=560.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 560.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.39, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=560.6kN, u=39%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 8.1m con carga repartida 10.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.1, \"w_kN_m\": 10.3, \"I_cm4\": 8905}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 27.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=27.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=709.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 709.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=709.3kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.7m, w=12.1kN/m, I=14774cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.7, \"w_kN_m\": 12.1, \"I_cm4\": 14774}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 25.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=25.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section HEB-240 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S235 con V=222.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 222.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.51, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=222.3kN, u=51%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1195kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1195, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 173, \"H_cm\": 40, \"q_max_kPa\": 399.3, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=173cm, H=40cm, q=399.3kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S355 con cortante V=323.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 323.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.31, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=323.5kN, u=31%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=595kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 595, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 122, \"H_cm\": 50, \"q_max_kPa\": 399.8, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=122cm, H=50cm, q=399.8kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 7.7m beam with UDL 19.1kN/m, I=22322cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.7, \"w_kN_m\": 19.1, \"I_cm4\": 22322}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 25.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=25.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=258kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 258, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 80, \"H_cm\": 50, \"q_max_kPa\": 403.1, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=80cm, H=50cm, q=403.1kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-300 (S235): V=337.8kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 337.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=337.8kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 8.4m beam with UDL 23.0kN/m, I=24216cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.4, \"w_kN_m\": 23.0, \"I_cm4\": 24216}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 28.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=28.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.3m con carga repartida 28.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 28.8, \"I_cm4\": 19383}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=466kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 466, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 176, \"H_cm\": 50, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=176cm, H=50cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 9.9m con carga repartida 31.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.9, \"w_kN_m\": 31.1, \"I_cm4\": 5398}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.34, \"limit_mm\": 33.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.34mm, límite=L/300=33.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.0m, w=25.4kN/m, I=6275cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.0, \"w_kN_m\": 25.4, \"I_cm4\": 6275}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 20.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=20.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 9.2m con carga repartida 14.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.2, \"w_kN_m\": 14.5, \"I_cm4\": 4648}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.14, \"limit_mm\": 30.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.14mm, límite=L/300=30.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S355 con cortante V=314.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 314.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.47, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=314.1kN, u=47%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 985kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 985, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 256, \"H_cm\": 60, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=256cm, H=60cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S235 con V=417.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 417.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.48, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=417.0kN, u=48%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1126kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1126, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 274, \"H_cm\": 40, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=274cm, H=40cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S355 con V=871.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 871.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.98, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=871.9kN, u=98%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1139kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1139, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 276, \"H_cm\": 70, \"q_max_kPa\": 149.5, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=276cm, H=70cm, q=149.5kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=531kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 531, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 188, \"H_cm\": 40, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=188cm, H=40cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=752.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 752.3, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.41, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=752.3kN, u=41%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=8.5m, w=14.0kN/m, I=11391cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.5, \"w_kN_m\": 14.0, \"I_cm4\": 11391}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 28.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=28.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 7.7m con carga repartida 31.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.7, \"w_kN_m\": 31.6, \"I_cm4\": 6281}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.11, \"limit_mm\": 25.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.11mm, límite=L/300=25.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-360 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=517.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 517.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.5, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=517.4kN, u=50%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S355 cu V=931.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 931.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=931.1kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S275 cu V=482.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 482.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.34, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=482.6kN, u=34%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 9.7m beam with UDL 14.1kN/m, I=16227cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.7, \"w_kN_m\": 14.1, \"I_cm4\": 16227}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 32.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=32.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section IPE-360 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-200 (S235): V=612.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 612.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.96, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=612.4kN, u=96%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=468.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 468.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.54, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=468.6kN, u=54%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 821kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 821, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 234, \"H_cm\": 60, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=234cm, H=60cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=1807.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1807.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.99, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1807.7kN, u=99%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=8.4m, w=15.9kN/m, I=9931cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.4, \"w_kN_m\": 15.9, \"I_cm4\": 9931}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 28.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=28.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 9.9m beam with UDL 25.4kN/m, I=16490cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.9, \"w_kN_m\": 25.4, \"I_cm4\": 16490}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 33.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=33.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 939kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 939, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 250, \"H_cm\": 60, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=250cm, H=60cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 4.7m con carga repartida 27.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.7, \"w_kN_m\": 27.8, \"I_cm4\": 3224}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 15.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=15.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-200 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga IPE-300 (S235): V=421.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 421.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.96, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=421.3kN, u=96%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1100kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1100, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 271, \"H_cm\": 60, \"q_max_kPa\": 149.8, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=271cm, H=60cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.4m con carga 12.4kN/m e I=17505cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.4, \"w_kN_m\": 12.4, \"I_cm4\": 17505}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 21.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=21.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1358kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1358, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 301, \"H_cm\": 60, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=301cm, H=60cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.1m con carga 14.6kN/m e I=11489cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 14.6, \"I_cm4\": 11489}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 30.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=30.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=246.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 246.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.33, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=246.1kN, u=33%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.3m con carga 34.6kN/m e I=8920cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 34.6, \"I_cm4\": 8920}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=397kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 397, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 100, \"H_cm\": 50, \"q_max_kPa\": 397.0, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=100cm, H=50cm, q=397.0kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.1m con carga 13.8kN/m e I=19575cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.1, \"w_kN_m\": 13.8, \"I_cm4\": 19575}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 20.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=20.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.4m, w=26.1kN/m, I=16966cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.4, \"w_kN_m\": 26.1, \"I_cm4\": 16966}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 31.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=31.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section IPE-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.9m con carga 27.4kN/m e I=5168cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.9, \"w_kN_m\": 27.4, \"I_cm4\": 5168}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 16.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=16.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga IPE-400 (S355): V=373.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 373.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.36, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=373.1kN, u=36%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 8.7m con carga repartida 29.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.7, \"w_kN_m\": 29.5, \"I_cm4\": 6240}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.17, \"limit_mm\": 29.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.17mm, límite=L/300=29.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S355 cu V=932.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 932.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.97, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=932.6kN, u=97%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 6.5m con carga repartida 18.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 18.3, \"I_cm4\": 5713}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: IPE-400 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S275 con V=574.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 574.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=574.1kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 4.2m beam with UDL 25.0kN/m, I=18902cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.2, \"w_kN_m\": 25.0, \"I_cm4\": 18902}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 814kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 814, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 233, \"H_cm\": 70, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=233cm, H=70cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=664kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 664, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 149, \"H_cm\": 50, \"q_max_kPa\": 299.1, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=149cm, H=50cm, q=299.1kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 9.2m con carga repartida 26.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.2, \"w_kN_m\": 26.0, \"I_cm4\": 13055}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 30.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=30.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1498kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1498, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 245, \"H_cm\": 70, \"q_max_kPa\": 249.6, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=245cm, H=70cm, q=249.6kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga HEB-300 (S355): V=1287.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1287.3, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.7, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1287.3kN, u=70%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.6m, w=15.2kN/m, I=22912cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 15.2, \"I_cm4\": 22912}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.8m, w=27.0kN/m, I=12227cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 27.0, \"I_cm4\": 12227}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-360 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S275 con cortante V=575.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 575.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.41, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=575.8kN, u=41%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.1m con carga 22.5kN/m e I=17007cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.1, \"w_kN_m\": 22.5, \"I_cm4\": 17007}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 6.4m beam with UDL 32.0kN/m, I=24626cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.4, \"w_kN_m\": 32.0, \"I_cm4\": 24626}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 21.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=21.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-240 (S355): V=672.5kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 672.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.52, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=672.5kN, u=52%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S235 con cortante V=1027.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1027.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.85, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=1027.2kN, u=85%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 4.3m beam with UDL 23.1kN/m, I=12463cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.3, \"w_kN_m\": 23.1, \"I_cm4\": 12463}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=946.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 946.3, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=946.3kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-200 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.0m con carga repartida 20.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.0, \"w_kN_m\": 20.1, \"I_cm4\": 22258}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 16.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=16.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.7m, w=30.0kN/m, I=3094cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 30.0, \"I_cm4\": 3094}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.12, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.12mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=8.1m, w=22.0kN/m, I=13019cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.1, \"w_kN_m\": 22.0, \"I_cm4\": 13019}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 27.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=27.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 1264kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1264, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 205, \"H_cm\": 50, \"q_max_kPa\": 300.8, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=205cm, H=50cm, q=300.8kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=404kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 404, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 127, \"H_cm\": 60, \"q_max_kPa\": 250.5, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=127cm, H=60cm, q=250.5kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S235 cu V=299.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 299.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.47, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=299.3kN, u=47%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=564.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 564.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=564.1kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=830kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 830, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 235, \"H_cm\": 40, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=235cm, H=40cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-400 (S355): V=614.0kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 614.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=614.0kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.7m, w=33.0kN/m, I=8524cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 33.0, \"I_cm4\": 8524}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=661.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 661.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.69, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=661.4kN, u=69%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 8.8m beam with UDL 20.3kN/m, I=21324cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.8, \"w_kN_m\": 20.3, \"I_cm4\": 21324}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 29.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=29.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S355 con V=658.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 658.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.69, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=658.8kN, u=69%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1173kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1173, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 198, \"H_cm\": 60, \"q_max_kPa\": 299.2, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=198cm, H=60cm, q=299.2kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 1187kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1187, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 281, \"H_cm\": 40, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=281cm, H=40cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=562kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 562, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 75, \"H_cm\": 60, \"q_max_kPa\": 999.1, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=75cm, H=60cm, q=999.1kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 1144kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1144, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 214, \"H_cm\": 60, \"q_max_kPa\": 249.8, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=214cm, H=60cm, q=249.8kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 9.5m con carga repartida 20.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 20.2, \"I_cm4\": 16782}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-300 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-400 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=904kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 904, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 190, \"H_cm\": 60, \"q_max_kPa\": 250.4, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=190cm, H=60cm, q=250.4kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=364kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 364, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 156, \"H_cm\": 70, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=156cm, H=70cm, q=149.6kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1195kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1195, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 109, \"H_cm\": 70, \"q_max_kPa\": 1005.8, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=109cm, H=70cm, q=1005.8kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1300kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1300, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 180, \"H_cm\": 40, \"q_max_kPa\": 401.2, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=180cm, H=40cm, q=401.2kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S275 con V=1416.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1416.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 1.0, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1416.7kN, u=100%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1005kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1005, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 259, \"H_cm\": 60, \"q_max_kPa\": 149.8, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=259cm, H=60cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S355 con V=354.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 354.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.4, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=354.7kN, u=40%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1137kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1137, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 213, \"H_cm\": 70, \"q_max_kPa\": 250.6, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=213cm, H=70cm, q=250.6kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 6.8m con carga repartida 26.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 26.9, \"I_cm4\": 22434}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1467kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1467, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 221, \"H_cm\": 50, \"q_max_kPa\": 300.4, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=221cm, H=50cm, q=300.4kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S355 con V=297.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 297.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.45, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=297.4kN, u=45%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga HEB-200 (S235): V=291.8kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 291.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=291.8kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S235 cu V=482.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 482.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=482.5kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.8m con carga 24.1kN/m e I=20606cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.8, \"w_kN_m\": 24.1, \"I_cm4\": 20606}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 19.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=19.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 7.9m con carga repartida 23.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 23.3, \"I_cm4\": 21658}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-240 en S235 con cortante V=757.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 757.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=757.3kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.3m con carga 29.9kN/m e I=20287cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.3, \"w_kN_m\": 29.9, \"I_cm4\": 20287}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S275 cu V=1296.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1296.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1296.6kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.6m con carga 20.5kN/m e I=14722cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.6, \"w_kN_m\": 20.5, \"I_cm4\": 14722}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga HEB-240 (S235): V=332.2kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 332.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.38, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=332.2kN, u=38%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 712kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 712, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 154, \"H_cm\": 50, \"q_max_kPa\": 300.2, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=154cm, H=50cm, q=300.2kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 290kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 290, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 40, \"q_max_kPa\": 805.6, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=40cm, q=805.6kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga HEB-240 (S355): V=1072.0kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 1072.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=1072.0kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S235 con V=323.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 323.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.55, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=323.4kN, u=55%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=743kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 743, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 136, \"H_cm\": 60, \"q_max_kPa\": 401.7, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=136cm, H=60cm, q=401.7kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S355 cu V=408.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 408.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.31, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=408.9kN, u=31%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=993kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 993, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 182, \"H_cm\": 50, \"q_max_kPa\": 299.8, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=182cm, H=50cm, q=299.8kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S355 cu V=800.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 800.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=800.7kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=253kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 253, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 60, \"q_max_kPa\": 702.8, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=60cm, q=702.8kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-300 S235 with shear force V=712.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 712.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=712.7kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=1414.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1414.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1414.7kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S355 con V=563.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 563.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=563.0kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=651kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 651, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 128, \"H_cm\": 70, \"q_max_kPa\": 397.3, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=128cm, H=70cm, q=397.3kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.4m con carga repartida 15.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.4, \"w_kN_m\": 15.5, \"I_cm4\": 19250}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=18.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 797kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 797, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 179, \"H_cm\": 40, \"q_max_kPa\": 248.7, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=179cm, H=40cm, q=248.7kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: IPE-400 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.8m, w=15.9kN/m, I=18425cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.8, \"w_kN_m\": 15.9, \"I_cm4\": 18425}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 26.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=26.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.7m con carga 33.2kN/m e I=11426cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.7, \"w_kN_m\": 33.2, \"I_cm4\": 11426}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.16, \"limit_mm\": 32.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.16mm, límite=L/300=32.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1196kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1196, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 282, \"H_cm\": 50, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=282cm, H=50cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=819.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 819.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.95, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=819.2kN, u=95%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 9.5m beam with UDL 22.8kN/m, I=20699cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 22.8, \"I_cm4\": 20699}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga HEB-240 (S275): V=595.7kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 595.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=595.7kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S235 cu V=698.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 698.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.81, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=698.1kN, u=81%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=587kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 587, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 198, \"H_cm\": 50, \"q_max_kPa\": 149.7, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=198cm, H=50cm, q=149.7kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S275 cu V=1294.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1294.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1294.3kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S235 cu V=512.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 512.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=512.1kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.9m, w=12.6kN/m, I=18493cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.9, \"w_kN_m\": 12.6, \"I_cm4\": 18493}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 19.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=19.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 312kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 312, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 60, \"q_max_kPa\": 866.7, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=60cm, q=866.7kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=274.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 274.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.43, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=274.4kN, u=43%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=423kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 423, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 65, \"H_cm\": 40, \"q_max_kPa\": 1001.2, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=65cm, H=40cm, q=1001.2kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-240 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section IPE-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S275 cu V=416.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 416.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.56, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=416.8kN, u=56%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 9.8m con carga repartida 16.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 16.8, \"I_cm4\": 14639}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.2m, w=18.9kN/m, I=6535cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.2, \"w_kN_m\": 18.9, \"I_cm4\": 6535}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 14.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=14.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1409kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1409, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 306, \"H_cm\": 50, \"q_max_kPa\": 150.5, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=306cm, H=50cm, q=150.5kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 867kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 867, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 186, \"H_cm\": 40, \"q_max_kPa\": 250.6, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=186cm, H=40cm, q=250.6kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S275 con V=436.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 436.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=436.2kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 7.8m beam with UDL 11.0kN/m, I=20752cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.8, \"w_kN_m\": 11.0, \"I_cm4\": 20752}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 26.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=26.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S275 con V=570.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 570.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=570.0kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=946kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 946, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 251, \"H_cm\": 50, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=251cm, H=50cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S355 con V=568.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 568.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.44, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=568.0kN, u=44%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-360 S235 with shear force V=198.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 198.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.34, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=198.4kN, u=34%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 703kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 703, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 84, \"H_cm\": 70, \"q_max_kPa\": 996.3, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=84cm, H=70cm, q=996.3kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 5.9m con carga repartida 26.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.9, \"w_kN_m\": 26.3, \"I_cm4\": 10764}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 19.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=19.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.1m con carga 27.9kN/m e I=3241cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.1, \"w_kN_m\": 27.9, \"I_cm4\": 3241}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 13.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=13.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 661kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 661, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 148, \"H_cm\": 60, \"q_max_kPa\": 301.8, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=148cm, H=60cm, q=301.8kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=595kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 595, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 154, \"H_cm\": 40, \"q_max_kPa\": 250.9, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=154cm, H=40cm, q=250.9kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 8.7m beam with UDL 24.5kN/m, I=24516cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.7, \"w_kN_m\": 24.5, \"I_cm4\": 24516}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 29.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=29.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1473kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1473, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 121, \"H_cm\": 40, \"q_max_kPa\": 1006.1, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=121cm, H=40cm, q=1006.1kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=818kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 818, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 90, \"H_cm\": 60, \"q_max_kPa\": 1009.9, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=90cm, H=60cm, q=1009.9kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-360 S275 with shear force V=529.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 529.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=529.8kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S355 cu V=565.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 565.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.63, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=565.4kN, u=63%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.1m, w=11.8kN/m, I=7308cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 11.8, \"I_cm4\": 7308}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 30.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=30.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.6m con carga repartida 26.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.6, \"w_kN_m\": 26.4, \"I_cm4\": 20744}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.0m, w=24.0kN/m, I=18487cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.0, \"w_kN_m\": 24.0, \"I_cm4\": 18487}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 5.3m con carga repartida 25.7kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 25.7, \"I_cm4\": 8985}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 672kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 672, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 130, \"H_cm\": 60, \"q_max_kPa\": 397.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=130cm, H=60cm, q=397.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1137kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1137, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 169, \"H_cm\": 40, \"q_max_kPa\": 398.1, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=169cm, H=40cm, q=398.1kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=743.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 743.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=743.5kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-300 S275 with shear force V=249.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 249.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=249.0kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.3m con carga 14.0kN/m e I=4457cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 14.0, \"I_cm4\": 4457}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.15, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.15mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 5.5m con carga repartida 14.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 14.9, \"I_cm4\": 5956}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga HEB-300 (S275): V=763.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 763.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.54, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=763.9kN, u=54%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.5m con carga 12.7kN/m e I=2041cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 12.7, \"I_cm4\": 2041}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=311kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 311, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 112, \"H_cm\": 60, \"q_max_kPa\": 247.9, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=112cm, H=60cm, q=247.9kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-400 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=793kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 793, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 89, \"H_cm\": 50, \"q_max_kPa\": 1001.1, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=89cm, H=50cm, q=1001.1kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 8.1m con carga repartida 18.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.1, \"w_kN_m\": 18.0, \"I_cm4\": 5715}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 27.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=27.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 5.5m con carga repartida 15.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 15.5, \"I_cm4\": 22998}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 5.4m beam with UDL 13.8kN/m, I=18173cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.4, \"w_kN_m\": 13.8, \"I_cm4\": 18173}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=18.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 8.7m con carga repartida 13.0kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.7, \"w_kN_m\": 13.0, \"I_cm4\": 4571}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.1, \"limit_mm\": 29.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.1mm, límite=L/300=29.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=689kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 689, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 131, \"H_cm\": 40, \"q_max_kPa\": 401.5, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=131cm, H=40cm, q=401.5kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 9.8m con carga repartida 17.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 17.1, \"I_cm4\": 6097}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.16, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.16mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 5.3m con carga repartida 24.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 24.4, \"I_cm4\": 3774}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1266kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1266, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 178, \"H_cm\": 70, \"q_max_kPa\": 399.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=178cm, H=70cm, q=399.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S235 con V=400.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 400.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=400.5kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S275 con V=359.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 359.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.45, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=359.6kN, u=45%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S355 con V=616.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 616.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.34, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=616.5kN, u=34%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S235 con V=400.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 400.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=400.7kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 6.7m beam with UDL 25.4kN/m, I=12016cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 25.4, \"I_cm4\": 12016}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=832kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 832, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 91, \"H_cm\": 50, \"q_max_kPa\": 1004.7, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=91cm, H=50cm, q=1004.7kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga IPE-300 (S235): V=230.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 230.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.53, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=230.3kN, u=53%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=629kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 629, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 145, \"H_cm\": 50, \"q_max_kPa\": 299.2, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=145cm, H=50cm, q=299.2kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-400 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=231kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 231, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 40, \"q_max_kPa\": 641.7, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=40cm, q=641.7kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for IPE-300 S235 with shear force V=388.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 388.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.89, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=388.1kN, u=89%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 7.0m con carga repartida 15.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.0, \"w_kN_m\": 15.5, \"I_cm4\": 3655}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 23.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=23.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 360kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 360, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 155, \"H_cm\": 40, \"q_max_kPa\": 149.8, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=155cm, H=40cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1299kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1299, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 208, \"H_cm\": 70, \"q_max_kPa\": 300.2, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=208cm, H=70cm, q=300.2kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-400 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S235 con V=830.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 830.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.68, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=830.9kN, u=68%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=668.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 668.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.7, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=668.2kN, u=70%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S355 con V=338.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 338.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.35, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=338.0kN, u=35%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.0m con carga 24.0kN/m e I=22083cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 24.0, \"I_cm4\": 22083}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 30.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=30.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S275 con V=678.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 678.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.67, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=678.2kN, u=67%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-300 S235 with shear force V=393.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 393.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=393.1kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 9.0m con carga repartida 13.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 13.4, \"I_cm4\": 12864}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 30.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=30.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S275 con V=577.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 577.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.78, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=577.9kN, u=78%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 742kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 742, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 172, \"H_cm\": 70, \"q_max_kPa\": 250.8, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=172cm, H=70cm, q=250.8kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1463kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1463, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 221, \"H_cm\": 60, \"q_max_kPa\": 299.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=221cm, H=60cm, q=299.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1429kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1429, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 218, \"H_cm\": 70, \"q_max_kPa\": 300.7, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=218cm, H=70cm, q=300.7kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 6.1m beam with UDL 34.7kN/m, I=16993cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.1, \"w_kN_m\": 34.7, \"I_cm4\": 16993}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=497kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 497, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 70, \"H_cm\": 50, \"q_max_kPa\": 1014.3, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=70cm, H=50cm, q=1014.3kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.7m con carga repartida 32.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 32.8, \"I_cm4\": 15342}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.1m, w=20.6kN/m, I=15732cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.1, \"w_kN_m\": 20.6, \"I_cm4\": 15732}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 937kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 937, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 250, \"H_cm\": 50, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=250cm, H=50cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-300 S275 with shear force V=421.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 421.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.82, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=421.2kN, u=82%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S355 cu V=644.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 644.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=644.7kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 5.6m beam with UDL 15.9kN/m, I=23908cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.6, \"w_kN_m\": 15.9, \"I_cm4\": 23908}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=18.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1234kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1234, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 40, \"q_max_kPa\": 1001.5, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=111cm, H=40cm, q=1001.5kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S275 con V=599.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 599.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.74, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=599.7kN, u=74%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.9m con carga repartida 28.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 28.6, \"I_cm4\": 19961}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=344kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 344, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 60, \"q_max_kPa\": 955.6, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=60cm, q=955.6kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-240 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=617kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 617, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 143, \"H_cm\": 50, \"q_max_kPa\": 301.7, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=143cm, H=50cm, q=301.7kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-240 en S275 con cortante V=820.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 820.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.81, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=820.6kN, u=81%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S355 con cortante V=843.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 843.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=843.5kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=566kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 566, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 194, \"H_cm\": 50, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=194cm, H=50cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1298kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1298, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 228, \"H_cm\": 50, \"q_max_kPa\": 249.7, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=228cm, H=50cm, q=249.7kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 5.0m beam with UDL 31.4kN/m, I=6097cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.0, \"w_kN_m\": 31.4, \"I_cm4\": 6097}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 16.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=16.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=687kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 687, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 166, \"H_cm\": 70, \"q_max_kPa\": 249.3, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=166cm, H=70cm, q=249.3kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 911kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 911, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 151, \"H_cm\": 60, \"q_max_kPa\": 399.5, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=151cm, H=60cm, q=399.5kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.1m con carga repartida 27.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.1, \"w_kN_m\": 27.8, \"I_cm4\": 24489}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 20.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=20.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S275 cu V=517.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 517.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.75, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=517.3kN, u=75%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.4m, w=31.3kN/m, I=17040cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.4, \"w_kN_m\": 31.3, \"I_cm4\": 17040}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 31.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=31.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S355 con V=901.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 901.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=901.7kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga IPE-400 (S355): V=370.8kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 370.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.36, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=370.8kN, u=36%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 1020kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1020, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 202, \"H_cm\": 60, \"q_max_kPa\": 250.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=202cm, H=60cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-300 S355 with shear force V=584.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 584.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=584.2kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-300 S275 with shear force V=641.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 641.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.45, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=641.7kN, u=45%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S275 cu V=676.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 676.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.67, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=676.9kN, u=67%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 795kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 795, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 230, \"H_cm\": 50, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=230cm, H=50cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.3m con carga 25.6kN/m e I=6631cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 25.6, \"I_cm4\": 6631}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S235 con V=244.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 244.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.56, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=244.6kN, u=56%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 8.3m beam with UDL 12.9kN/m, I=23591cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.3, \"w_kN_m\": 12.9, \"I_cm4\": 23591}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 27.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=27.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S235 cu V=886.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 886.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.73, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=886.1kN, u=73%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=830kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 830, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 144, \"H_cm\": 70, \"q_max_kPa\": 400.3, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=144cm, H=70cm, q=400.3kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1054kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1054, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 265, \"H_cm\": 40, \"q_max_kPa\": 150.1, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=265cm, H=40cm, q=150.1kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.9m con carga 19.7kN/m e I=5876cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.9, \"w_kN_m\": 19.7, \"I_cm4\": 5876}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 19.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=19.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 459kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 459, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 68, \"H_cm\": 40, \"q_max_kPa\": 992.6, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=68cm, H=40cm, q=992.6kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 308kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 308, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 50, \"q_max_kPa\": 250.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=111cm, H=50cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=876kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 876, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 171, \"H_cm\": 70, \"q_max_kPa\": 299.6, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=171cm, H=70cm, q=299.6kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=572.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 572.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=572.0kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.6m, w=20.9kN/m, I=4099cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 20.9, \"I_cm4\": 4099}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.27, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.27mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.2m con carga 14.7kN/m e I=15218cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 14.7, \"I_cm4\": 15218}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S275 con cortante V=457.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 457.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.66, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=457.2kN, u=66%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-400 S235 with shear force V=406.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 406.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.59, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=406.2kN, u=59%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.1m con carga 34.8kN/m e I=11890cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.1, \"w_kN_m\": 34.8, \"I_cm4\": 11890}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 23.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=23.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-300 S275 with shear force V=1203.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1203.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.85, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1203.2kN, u=85%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=676.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 676.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.78, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=676.0kN, u=78%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=511kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 511, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 143, \"H_cm\": 40, \"q_max_kPa\": 249.9, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=143cm, H=40cm, q=249.9kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=6.2m, w=15.6kN/m, I=21320cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 15.6, \"I_cm4\": 21320}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 6.0m con carga repartida 18.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.0, \"w_kN_m\": 18.1, \"I_cm4\": 7161}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1361kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1361, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 233, \"H_cm\": 60, \"q_max_kPa\": 250.7, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=233cm, H=60cm, q=250.7kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 4.0m con carga repartida 12.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.0, \"w_kN_m\": 12.2, \"I_cm4\": 23693}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 475kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 475, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 109, \"H_cm\": 40, \"q_max_kPa\": 399.8, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=109cm, H=40cm, q=399.8kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 6.3m beam with UDL 13.3kN/m, I=2542cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.3, \"w_kN_m\": 13.3, \"I_cm4\": 2542}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 21.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=21.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S355 cu V=696.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 696.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.38, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=696.6kN, u=38%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S355 con cortante V=504.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 504.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=504.1kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=790kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 790, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 141, \"H_cm\": 40, \"q_max_kPa\": 397.4, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=141cm, H=40cm, q=397.4kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S355 con V=1092.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1092.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.6, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1092.8kN, u=60%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 7.5m con carga repartida 16.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.5, \"w_kN_m\": 16.4, \"I_cm4\": 12831}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 25.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=25.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1164kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1164, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 197, \"H_cm\": 40, \"q_max_kPa\": 299.9, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=197cm, H=40cm, q=299.9kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=734.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 734.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.71, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=734.7kN, u=71%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.3m con carga 23.9kN/m e I=6038cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 23.9, \"I_cm4\": 6038}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1266kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1266, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 178, \"H_cm\": 60, \"q_max_kPa\": 399.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=178cm, H=60cm, q=399.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.6m con carga 20.3kN/m e I=20256cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 20.3, \"I_cm4\": 20256}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.3m con carga 20.6kN/m e I=2418cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 20.6, \"I_cm4\": 2418}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.4, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.4mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 523kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 523, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 114, \"H_cm\": 70, \"q_max_kPa\": 402.4, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=114cm, H=70cm, q=402.4kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=487.0kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 487.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.71, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=487.0kN, u=71%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 7.8m con carga repartida 25.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.8, \"w_kN_m\": 25.9, \"I_cm4\": 20480}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 26.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=26.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1065kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1065, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 188, \"H_cm\": 40, \"q_max_kPa\": 301.3, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=188cm, H=40cm, q=301.3kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-200 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S235 con V=202.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 202.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.34, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=202.2kN, u=34%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 7.0m beam with UDL 31.1kN/m, I=23548cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.0, \"w_kN_m\": 31.1, \"I_cm4\": 23548}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 1391kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1391, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 186, \"H_cm\": 50, \"q_max_kPa\": 402.1, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=186cm, H=50cm, q=402.1kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga IPE-300 (S355): V=491.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 491.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.74, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=491.1kN, u=74%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1292kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1292, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 208, \"H_cm\": 40, \"q_max_kPa\": 298.6, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=208cm, H=40cm, q=298.6kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S275 con cortante V=457.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 457.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.89, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=457.0kN, u=89%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.4m con carga 34.1kN/m e I=14560cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.4, \"w_kN_m\": 34.1, \"I_cm4\": 14560}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 21.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=21.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 776kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 776, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 161, \"H_cm\": 40, \"q_max_kPa\": 299.4, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=161cm, H=40cm, q=299.4kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.3m con carga repartida 15.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.3, \"w_kN_m\": 15.1, \"I_cm4\": 12351}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 21.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=21.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.5m, w=30.1kN/m, I=12009cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 30.1, \"I_cm4\": 12009}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 9.0m con carga repartida 34.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 34.3, \"I_cm4\": 13728}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.1, \"limit_mm\": 30.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.1mm, límite=L/300=30.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1011kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1011, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 260, \"H_cm\": 40, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=260cm, H=40cm, q=149.6kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1466kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1466, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 242, \"H_cm\": 60, \"q_max_kPa\": 250.3, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=242cm, H=60cm, q=250.3kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.1m con carga 15.2kN/m e I=24713cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.1, \"w_kN_m\": 15.2, \"I_cm4\": 24713}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga HEB-240 (S355): V=481.6kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 481.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.37, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=481.6kN, u=37%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.4m con carga 19.9kN/m e I=19941cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.4, \"w_kN_m\": 19.9, \"I_cm4\": 19941}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 24.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=24.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section IPE-400 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.7m con carga 20.3kN/m e I=3506cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.7, \"w_kN_m\": 20.3, \"I_cm4\": 3506}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 15.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=15.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.5m con carga 31.3kN/m e I=5682cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.5, \"w_kN_m\": 31.3, \"I_cm4\": 5682}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.18, \"limit_mm\": 28.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.18mm, límite=L/300=28.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1279kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1279, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 292, \"H_cm\": 50, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=292cm, H=50cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S275 con V=265.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 265.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.33, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=265.4kN, u=33%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.0m, w=35.0kN/m, I=14262cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.0, \"w_kN_m\": 35.0, \"I_cm4\": 14262}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S275 con cortante V=871.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 871.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=871.5kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 4.1m con carga repartida 16.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.1, \"w_kN_m\": 16.3, \"I_cm4\": 22334}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.6m con carga 20.0kN/m e I=6524cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.6, \"w_kN_m\": 20.0, \"I_cm4\": 6524}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.1, \"limit_mm\": 28.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.1mm, límite=L/300=28.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 461kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 461, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 124, \"H_cm\": 40, \"q_max_kPa\": 299.8, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=124cm, H=40cm, q=299.8kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.8m, w=15.9kN/m, I=16226cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 15.9, \"I_cm4\": 16226}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1445kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1445, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 310, \"H_cm\": 60, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=310cm, H=60cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1497kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1497, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 193, \"H_cm\": 40, \"q_max_kPa\": 401.9, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=193cm, H=40cm, q=401.9kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 246kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 246, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 78, \"H_cm\": 70, \"q_max_kPa\": 404.3, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=78cm, H=70cm, q=404.3kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-200 S355 with shear force V=645.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 645.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.67, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=645.4kN, u=67%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1468kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1468, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 192, \"H_cm\": 40, \"q_max_kPa\": 398.2, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=192cm, H=40cm, q=398.2kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S275 con V=891.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 891.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=891.1kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 201kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 201, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 60, \"q_max_kPa\": 558.3, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=60cm, q=558.3kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-200 S355 cu V=836.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 836.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.87, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=836.8kN, u=87%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-300 S235 with shear force V=498.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 498.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.41, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=498.1kN, u=41%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 9.6m beam with UDL 11.0kN/m, I=17979cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 11.0, \"I_cm4\": 17979}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S235 con cortante V=618.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 618.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.9, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=618.2kN, u=90%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=920kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 920, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 248, \"H_cm\": 60, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=248cm, H=60cm, q=149.6kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.7m, w=22.3kN/m, I=20825cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.7, \"w_kN_m\": 22.3, \"I_cm4\": 20825}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 25.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=25.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section HEB-200 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=203kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 203, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 71, \"H_cm\": 40, \"q_max_kPa\": 402.7, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=71cm, H=40cm, q=402.7kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S275 cu V=370.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 370.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.54, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=370.4kN, u=54%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.8m con carga repartida 10.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 10.2, \"I_cm4\": 18119}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1391kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1391, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 118, \"H_cm\": 60, \"q_max_kPa\": 999.0, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=118cm, H=60cm, q=999.0kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S275 con cortante V=431.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 431.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.62, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=431.8kN, u=62%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.5m con carga 33.0kN/m e I=14204cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.5, \"w_kN_m\": 33.0, \"I_cm4\": 14204}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 28.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=28.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 8.6m con carga repartida 23.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.6, \"w_kN_m\": 23.5, \"I_cm4\": 3384}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.24, \"limit_mm\": 28.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.24mm, límite=L/300=28.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-300 S275 with shear force V=233.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 233.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=233.7kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-200 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=825.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 825.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.45, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=825.6kN, u=45%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 739kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 739, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 86, \"H_cm\": 60, \"q_max_kPa\": 999.2, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=86cm, H=60cm, q=999.2kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.8m con carga 12.5kN/m e I=7724cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 12.5, \"I_cm4\": 7724}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1247kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1247, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 112, \"H_cm\": 50, \"q_max_kPa\": 994.1, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=112cm, H=50cm, q=994.1kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1213kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1213, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 110, \"H_cm\": 70, \"q_max_kPa\": 1002.5, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=110cm, H=70cm, q=1002.5kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1295kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1295, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 180, \"H_cm\": 70, \"q_max_kPa\": 399.7, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=180cm, H=70cm, q=399.7kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-400 S235 with shear force V=475.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 475.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.69, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=475.0kN, u=69%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1051kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1051, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 265, \"H_cm\": 60, \"q_max_kPa\": 149.7, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=265cm, H=60cm, q=149.7kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-200 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 963kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 963, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 155, \"H_cm\": 60, \"q_max_kPa\": 400.8, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=155cm, H=60cm, q=400.8kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-300 (S275): V=289.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 289.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.57, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=289.9kN, u=57%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S275 cu V=518.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 518.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.51, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=518.8kN, u=51%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=766kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 766, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 88, \"H_cm\": 60, \"q_max_kPa\": 989.2, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=88cm, H=60cm, q=989.2kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.9m, w=15.6kN/m, I=9318cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 15.6, \"I_cm4\": 9318}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-400 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=950kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 950, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 97, \"H_cm\": 50, \"q_max_kPa\": 1009.7, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=97cm, H=50cm, q=1009.7kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1236kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1236, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 176, \"H_cm\": 70, \"q_max_kPa\": 399.0, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=176cm, H=70cm, q=399.0kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga IPE-360 (S275): V=598.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 598.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.87, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=598.9kN, u=87%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 514kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 514, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 143, \"H_cm\": 50, \"q_max_kPa\": 251.4, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=143cm, H=50cm, q=251.4kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-300 S275 with shear force V=536.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 536.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.38, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=536.7kN, u=38%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.6m con carga 16.4kN/m e I=9618cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.6, \"w_kN_m\": 16.4, \"I_cm4\": 9618}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1388kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1388, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 304, \"H_cm\": 40, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=304cm, H=40cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.1m, w=31.3kN/m, I=18978cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.1, \"w_kN_m\": 31.3, \"I_cm4\": 18978}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 7.9m beam with UDL 10.3kN/m, I=24214cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 10.3, \"I_cm4\": 24214}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.4m, w=13.8kN/m, I=12236cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.4, \"w_kN_m\": 13.8, \"I_cm4\": 12236}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=624kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 624, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 79, \"H_cm\": 70, \"q_max_kPa\": 999.8, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=79cm, H=70cm, q=999.8kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 1211kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1211, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 174, \"H_cm\": 70, \"q_max_kPa\": 400.0, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=174cm, H=70cm, q=400.0kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-200 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S355 with shear force V=1097.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 1097.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.84, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=1097.9kN, u=84%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 9.4m beam with UDL 31.3kN/m, I=6667cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.4, \"w_kN_m\": 31.3, \"I_cm4\": 6667}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.23, \"limit_mm\": 31.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.23mm, límite=L/300=31.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=489kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 489, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 181, \"H_cm\": 40, \"q_max_kPa\": 149.3, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=181cm, H=40cm, q=149.3kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=983kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 983, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 256, \"H_cm\": 70, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=256cm, H=70cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=244.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 244.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.36, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=244.9kN, u=36%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section IPE-300 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=293.7kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 293.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.43, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=293.7kN, u=43%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 469kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 469, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 137, \"H_cm\": 40, \"q_max_kPa\": 249.9, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=137cm, H=40cm, q=249.9kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S275 cu V=414.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 414.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.81, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=414.5kN, u=81%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1222kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1222, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 202, \"H_cm\": 60, \"q_max_kPa\": 299.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=202cm, H=60cm, q=299.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S235 con cortante V=500.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 500.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.79, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=500.0kN, u=79%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=496kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 496, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 141, \"H_cm\": 40, \"q_max_kPa\": 249.5, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=141cm, H=40cm, q=249.5kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S235 cu V=733.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 733.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.6, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=733.7kN, u=60%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=943kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 943, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 154, \"H_cm\": 50, \"q_max_kPa\": 397.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=154cm, H=50cm, q=397.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1420kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1420, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 119, \"H_cm\": 70, \"q_max_kPa\": 1002.8, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=119cm, H=70cm, q=1002.8kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=399kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 399, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 63, \"H_cm\": 60, \"q_max_kPa\": 1005.3, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=63cm, H=60cm, q=1005.3kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1104kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1104, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 192, \"H_cm\": 40, \"q_max_kPa\": 299.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=192cm, H=40cm, q=299.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S355 con cortante V=498.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 498.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.75, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=498.7kN, u=75%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-240 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.6m con carga 25.3kN/m e I=17818cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.6, \"w_kN_m\": 25.3, \"I_cm4\": 17818}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 25.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=25.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S275 cu V=577.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 577.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.83, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=577.1kN, u=83%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-300 S275 with shear force V=310.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 310.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=310.7kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=327.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 327.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.44, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=327.2kN, u=44%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S235 con cortante V=451.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 451.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.76, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=451.2kN, u=76%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 4.6m beam with UDL 13.2kN/m, I=10475cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.6, \"w_kN_m\": 13.2, \"I_cm4\": 10475}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.9m, w=14.4kN/m, I=20414cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 14.4, \"I_cm4\": 20414}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 26.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=26.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 5.7m con carga repartida 28.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.7, \"w_kN_m\": 28.6, \"I_cm4\": 10808}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 19.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=19.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=337kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 337, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 70, \"q_max_kPa\": 936.1, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=70cm, q=936.1kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=390kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 390, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 161, \"H_cm\": 40, \"q_max_kPa\": 150.5, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=161cm, H=40cm, q=150.5kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 333kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 333, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 149, \"H_cm\": 40, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=149cm, H=40cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 8.6m con carga repartida 24.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.6, \"w_kN_m\": 24.4, \"I_cm4\": 24101}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 28.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=28.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section HEB-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1081kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1081, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 164, \"H_cm\": 70, \"q_max_kPa\": 401.9, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=164cm, H=70cm, q=401.9kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=498.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 498.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=498.7kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 9.8m con carga repartida 15.7kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 15.7, \"I_cm4\": 11846}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S275 con V=280.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 280.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.35, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=280.9kN, u=35%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S355 cu V=686.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 686.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=686.1kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=329kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 329, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 60, \"q_max_kPa\": 913.9, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=60cm, q=913.9kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-300 (S235): V=849.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 849.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.7, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=849.4kN, u=70%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-200 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S355 con V=460.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 460.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.48, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=460.8kN, u=48%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 293kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 293, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 50, \"q_max_kPa\": 813.9, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=50cm, q=813.9kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=1092kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1092, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 209, \"H_cm\": 50, \"q_max_kPa\": 250.0, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=209cm, H=50cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for IPE-360 S355 with shear force V=522.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 522.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.58, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=522.1kN, u=58%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S235 con V=784.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 784.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.91, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=784.7kN, u=91%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-360 (S235): V=423.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 423.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=423.9kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.2m con carga 34.2kN/m e I=24354cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.2, \"w_kN_m\": 34.2, \"I_cm4\": 24354}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 30.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=30.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S235 cu V=234.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 234.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.34, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=234.3kN, u=34%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S235 con cortante V=627.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 627.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.52, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=627.8kN, u=52%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica la seccion HEB-200 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1052kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1052, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 162, \"H_cm\": 50, \"q_max_kPa\": 400.9, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=162cm, H=50cm, q=400.9kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for IPE-360 S235 with shear force V=196.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 196.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.33, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=196.6kN, u=33%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=846.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 846.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.98, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=846.7kN, u=98%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=289kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 289, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 108, \"H_cm\": 60, \"q_max_kPa\": 247.8, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=108cm, H=60cm, q=247.8kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S275 with shear force V=937.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 937.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.93, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=937.1kN, u=93%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.2m con carga 26.9kN/m e I=15959cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 26.9, \"I_cm4\": 15959}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 984kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 984, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 181, \"H_cm\": 70, \"q_max_kPa\": 300.4, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=181cm, H=70cm, q=300.4kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S235 cu V=397.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 397.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.67, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=397.4kN, u=67%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1255kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1255, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 289, \"H_cm\": 70, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=289cm, H=70cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1335kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1335, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 183, \"H_cm\": 70, \"q_max_kPa\": 398.6, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=183cm, H=70cm, q=398.6kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1152kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1152, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 107, \"H_cm\": 40, \"q_max_kPa\": 1006.2, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=107cm, H=40cm, q=1006.2kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 9.6m con carga repartida 10.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.6, \"w_kN_m\": 10.8, \"I_cm4\": 13379}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 32.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=32.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=263kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 263, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 103, \"H_cm\": 70, \"q_max_kPa\": 247.9, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=103cm, H=70cm, q=247.9kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S235 con V=923.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 923.3, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.76, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=923.3kN, u=76%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 1264kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1264, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 205, \"H_cm\": 70, \"q_max_kPa\": 300.8, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=205cm, H=70cm, q=300.8kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.4m con carga 10.3kN/m e I=4916cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.4, \"w_kN_m\": 10.3, \"I_cm4\": 4916}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for IPE-400 S235 with shear force V=250.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 250.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.36, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=250.8kN, u=36%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 477kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 477, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 126, \"H_cm\": 50, \"q_max_kPa\": 300.5, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=126cm, H=50cm, q=300.5kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-200 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for IPE-300 S235 with shear force V=391.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 391.8, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.89, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=391.8kN, u=89%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion HEB-240 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 4.7m beam with UDL 12.7kN/m, I=8509cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.7, \"w_kN_m\": 12.7, \"I_cm4\": 8509}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 214kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 214, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 93, \"H_cm\": 40, \"q_max_kPa\": 247.4, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=93cm, H=40cm, q=247.4kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-300 en S355 con cortante V=490.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 490.3, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.74, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=490.3kN, u=74%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S355 cu V=450.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 450.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.68, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=450.7kN, u=68%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=581.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 581.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.78, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=581.0kN, u=78%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S355 con cortante V=1024.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 1024.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.99, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=1024.6kN, u=99%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=1687.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1687.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.92, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1687.9kN, u=92%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=465kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 465, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 68, \"H_cm\": 70, \"q_max_kPa\": 1005.6, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=68cm, H=70cm, q=1005.6kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S355 con V=1020.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 1020.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.78, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=1020.5kN, u=78%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-300 S275 with shear force V=1400.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1400.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.99, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1400.3kN, u=99%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-360 S275 cu V=425.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 425.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.61, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=425.4kN, u=61%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section IPE-300 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.2m con carga 33.9kN/m e I=19059cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.2, \"w_kN_m\": 33.9, \"I_cm4\": 19059}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 24.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=24.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-240 S275 with shear force V=804.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 804.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.8, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=804.5kN, u=80%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.6m con carga 25.6kN/m e I=21461cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.6, \"w_kN_m\": 25.6, \"I_cm4\": 21461}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 28.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=28.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 964kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 964, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 98, \"H_cm\": 40, \"q_max_kPa\": 1003.7, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=98cm, H=40cm, q=1003.7kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-300 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=610kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 610, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 78, \"H_cm\": 70, \"q_max_kPa\": 1002.6, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=78cm, H=70cm, q=1002.6kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.9m con carga 17.5kN/m e I=13810cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 17.5, \"I_cm4\": 13810}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga HEB-200 (S235): V=433.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 433.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.68, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=433.4kN, u=68%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga HEB-300 (S355): V=893.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 893.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=893.9kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.7m, w=11.7kN/m, I=8340cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.7, \"w_kN_m\": 11.7, \"I_cm4\": 8340}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 19.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=19.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=957kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 957, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 98, \"H_cm\": 50, \"q_max_kPa\": 996.5, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=98cm, H=50cm, q=996.5kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-400 S275 cu V=304.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 304.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.38, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=304.0kN, u=38%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 381kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 381, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 98, \"H_cm\": 70, \"q_max_kPa\": 396.7, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=98cm, H=70cm, q=396.7kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S275 con cortante V=541.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 541.7, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.38, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=541.7kN, u=38%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S355 cu V=1241.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1241.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.68, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1241.0kN, u=68%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga HEB-240 (S275): V=991.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 991.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.98, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=991.3kN, u=98%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 5.1m beam with UDL 18.0kN/m, I=22033cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.1, \"w_kN_m\": 18.0, \"I_cm4\": 22033}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 17.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=17.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1156kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1156, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 278, \"H_cm\": 40, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=278cm, H=40cm, q=149.6kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasificación de sección: HEB-300 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Check deflection for a 8.3m beam with UDL 33.4kN/m, I=22728cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.3, \"w_kN_m\": 33.4, \"I_cm4\": 22728}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 27.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=27.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1171kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1171, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 279, \"H_cm\": 50, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=279cm, H=50cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S275 con cortante V=383.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 383.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.48, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=383.2kN, u=48%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.3m, w=27.9kN/m, I=24498cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.3, \"w_kN_m\": 27.9, \"I_cm4\": 24498}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-300 S235 con V=975.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 975.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.8, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=975.0kN, u=80%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.1m, w=20.6kN/m, I=13981cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 20.6, \"I_cm4\": 13981}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 30.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=30.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section HEB-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-300 (S275): V=231.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 231.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.45, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=231.3kN, u=45%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 4.8m con carga repartida 20.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.8, \"w_kN_m\": 20.6, \"I_cm4\": 24384}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 16.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=16.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.3m con carga 29.7kN/m e I=20939cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.3, \"w_kN_m\": 29.7, \"I_cm4\": 20939}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 27.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=27.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-240 S275 with shear force V=754.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 754.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.75, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=754.6kN, u=75%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-200 en S275 con cortante V=319.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 319.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.43, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=319.5kN, u=43%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion HEB-200 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-300 (S275): V=437.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 437.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.85, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=437.4kN, u=85%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 7.3m con carga repartida 23.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 23.8, \"I_cm4\": 11050}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 7.5m con carga repartida 24.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.5, \"w_kN_m\": 24.3, \"I_cm4\": 14342}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 25.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=25.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=570kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 570, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 138, \"H_cm\": 70, \"q_max_kPa\": 299.3, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=138cm, H=70cm, q=299.3kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=384.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 384.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.6, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=384.0kN, u=60%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=697kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 697, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 167, \"H_cm\": 40, \"q_max_kPa\": 249.9, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=167cm, H=40cm, q=249.9kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1338kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1338, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 183, \"H_cm\": 60, \"q_max_kPa\": 399.5, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=183cm, H=60cm, q=399.5kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S355 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for HEB-200 S355 with shear force V=480.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 480.1, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.5, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=480.1kN, u=50%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 1065kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1065, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 163, \"H_cm\": 50, \"q_max_kPa\": 400.8, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=163cm, H=50cm, q=400.8kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.5m con carga 31.1kN/m e I=12603cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 31.1, \"I_cm4\": 12603}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.12, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.12mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S275 con V=468.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 468.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.68, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=468.6kN, u=68%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.8m con carga 14.3kN/m e I=24596cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.8, \"w_kN_m\": 14.3, \"I_cm4\": 24596}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 29.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=29.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=503kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 503, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 129, \"H_cm\": 60, \"q_max_kPa\": 302.3, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=129cm, H=60cm, q=302.3kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-360 (S355): V=711.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 711.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.8, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=711.9kN, u=80%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.3m con carga 25.8kN/m e I=24024cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.3, \"w_kN_m\": 25.8, \"I_cm4\": 24024}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.8m con carga 14.4kN/m e I=22791cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.8, \"w_kN_m\": 14.4, \"I_cm4\": 22791}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 26.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=26.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 501kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 501, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 183, \"H_cm\": 40, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=183cm, H=40cm, q=149.6kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1140kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1140, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 276, \"H_cm\": 40, \"q_max_kPa\": 149.7, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=276cm, H=40cm, q=149.7kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 8.9m con carga repartida 17.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.9, \"w_kN_m\": 17.6, \"I_cm4\": 11186}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 29.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=29.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-300 (S275): V=370.1kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 370.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=370.1kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1382kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1382, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 215, \"H_cm\": 60, \"q_max_kPa\": 299.0, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=215cm, H=60cm, q=299.0kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_shear ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 814kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 814, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 233, \"H_cm\": 40, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=233cm, H=40cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 957kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 957, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 196, \"H_cm\": 50, \"q_max_kPa\": 249.1, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=196cm, H=50cm, q=249.1kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 570kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 570, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 75, \"H_cm\": 40, \"q_max_kPa\": 1013.3, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=75cm, H=40cm, q=1013.3kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S235 cu V=430.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 430.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.98, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=430.0kN, u=98%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 970kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 970, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 254, \"H_cm\": 70, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=254cm, H=70cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S235 con cortante V=585.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 585.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.85, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=585.5kN, u=85%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.3m, w=30.5kN/m, I=8543cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.3, \"w_kN_m\": 30.5, \"I_cm4\": 8543}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 14.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=14.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.9m, w=26.3kN/m, I=7826cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.9, \"w_kN_m\": 26.3, \"I_cm4\": 7826}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.2, \"limit_mm\": 33.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.2mm, límite=L/300=33.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 6.5m beam with UDL 25.2kN/m, I=24692cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.5, \"w_kN_m\": 25.2, \"I_cm4\": 24692}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 21.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=21.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Check deflection for a 6.7m beam with UDL 14.5kN/m, I=20540cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 14.5, \"I_cm4\": 20540}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 4.2m con carga 30.2kN/m e I=14502cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.2, \"w_kN_m\": 30.2, \"I_cm4\": 14502}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=14.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica la seccion IPE-360 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 976kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 976, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 156, \"H_cm\": 70, \"q_max_kPa\": 401.1, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=156cm, H=70cm, q=401.1kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 6.6m con carga repartida 20.5kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.6, \"w_kN_m\": 20.5, \"I_cm4\": 7450}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 22.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=22.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S235 con V=485.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 485.0, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.71, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=485.0kN, u=71%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 6.2m con carga repartida 18.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 18.6, \"I_cm4\": 5730}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 20.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=20.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S275 con cortante V=585.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 585.2, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.85, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=585.2kN, u=85%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cortante en viga HEB-240 (S355): V=547.2kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 547.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.42, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=547.2kN, u=42%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion IPE-400 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 4.0m con carga repartida 28.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.0, \"w_kN_m\": 28.4, \"I_cm4\": 20128}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=13.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1055kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1055, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 162, \"H_cm\": 40, \"q_max_kPa\": 402.0, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=162cm, H=40cm, q=402.0kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 816kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 816, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 165, \"H_cm\": 60, \"q_max_kPa\": 299.7, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=165cm, H=60cm, q=299.7kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 7.1m con carga repartida 19.3kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.1, \"w_kN_m\": 19.3, \"I_cm4\": 3423}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 23.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=23.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=1047kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1047, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 264, \"H_cm\": 60, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=264cm, H=60cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.9m, w=24.8kN/m, I=2793cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.9, \"w_kN_m\": 24.8, \"I_cm4\": 2793}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 19.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=19.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=782kN, terreno roca con capacidad 1000kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 782, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 88, \"H_cm\": 50, \"q_max_kPa\": 1009.8, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=88cm, H=50cm, q=1009.8kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-400 S355 with shear force V=1000.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 1000.6, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.96, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=1000.6kN, u=96%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 233kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 233, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 76, \"H_cm\": 60, \"q_max_kPa\": 403.4, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=76cm, H=60cm, q=403.4kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=558kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 558, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 75, \"H_cm\": 70, \"q_max_kPa\": 992.0, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=75cm, H=70cm, q=992.0kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-300 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-400 en S355 con cortante V=539.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 539.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.52, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=539.0kN, u=52%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for IPE-400 S275 with shear force V=378.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 378.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.47, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=378.9kN, u=47%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cimentación: N=276kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 276, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 136, \"H_cm\": 70, \"q_max_kPa\": 149.2, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=136cm, H=70cm, q=149.2kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.5m con carga 24.6kN/m e I=24966cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.5, \"w_kN_m\": 24.6, \"I_cm4\": 24966}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 28.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=28.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Check deflection for a 5.2m beam with UDL 30.8kN/m, I=3888cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.2, \"w_kN_m\": 30.8, \"I_cm4\": 3888}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 17.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=17.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.2m, w=21.7kN/m, I=19713cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.2, \"w_kN_m\": 21.7, \"I_cm4\": 19713}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 30.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=30.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S235 cu V=613.1kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 613.1, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.71, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=613.1kN, u=71%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S275 con V=786.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 786.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.98, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=786.6kN, u=98%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.5m con carga 32.9kN/m e I=4195cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 32.9, \"I_cm4\": 4195}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.4, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.4mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea HEB-200 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-240 (S275): V=558.8kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 558.8, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.55, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=558.8kN, u=55%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=7.3m, w=14.5kN/m, I=12284cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 14.5, \"I_cm4\": 12284}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 24.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=24.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-360 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-200 S235 with shear force V=312.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 312.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=312.5kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 8.9m con carga repartida 31.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.9, \"w_kN_m\": 31.1, \"I_cm4\": 12878}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 29.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=29.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-400 S355 con V=821.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 821.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.79, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=821.8kN, u=79%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 6.0m beam with UDL 25.3kN/m, I=10509cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.0, \"w_kN_m\": 25.3, \"I_cm4\": 10509}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=20.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=745kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 745, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 173, \"H_cm\": 60, \"q_max_kPa\": 248.9, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=173cm, H=60cm, q=248.9kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-200 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=348.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 348.9, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.55, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=348.9kN, u=55%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-240 (S355): V=927.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 927.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.71, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=927.4kN, u=71%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S235 con cortante V=300.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 300.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.51, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=300.4kN, u=51%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 9.1m con carga repartida 25.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 25.8, \"I_cm4\": 21067}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 30.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=30.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=300kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 300, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 87, \"H_cm\": 70, \"q_max_kPa\": 396.4, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=87cm, H=70cm, q=396.4kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1454kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1454, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 121, \"H_cm\": 50, \"q_max_kPa\": 993.1, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=121cm, H=50cm, q=993.1kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-300 S355 cu V=1070.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1070.7, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.58, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1070.7kN, u=58%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.5m, w=11.0kN/m, I=16336cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 11.0, \"I_cm4\": 16336}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Shear check for HEB-200 S275 with shear force V=571.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 571.0, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.77, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=571.0kN, u=77%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=227.5kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 227.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.33, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=227.5kN, u=33%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S355 with shear force V=640.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 640.5, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.49, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=640.5kN, u=49%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifica la seccion IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 662kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 662, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 163, \"H_cm\": 70, \"q_max_kPa\": 249.2, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=163cm, H=70cm, q=249.2kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.4m, w=22.3kN/m, I=9893cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.4, \"w_kN_m\": 22.3, \"I_cm4\": 9893}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 14.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=14.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 9.5m con carga repartida 18.4kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 18.4, \"I_cm4\": 16231}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasificación de sección: HEB-200 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-300 S355 with shear force V=600.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 600.3, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.33, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=600.3kN, u=33%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.1m con carga 33.7kN/m e I=7485cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.1, \"w_kN_m\": 33.7, \"I_cm4\": 7485}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 23.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=23.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S275 con V=900.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 900.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.89, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=900.9kN, u=89%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S355 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.6m con carga 23.1kN/m e I=4727cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.6, \"w_kN_m\": 23.1, \"I_cm4\": 4727}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.17, \"limit_mm\": 28.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.17mm, límite=L/300=28.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-240 en S355 con cortante V=1270.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 1270.4, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.97, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=1270.4kN, u=97%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.8m con carga 27.4kN/m e I=21384cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.8, \"w_kN_m\": 27.4, \"I_cm4\": 21384}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 29.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=29.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=5.5m, w=16.7kN/m, I=16092cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 16.7, \"I_cm4\": 16092}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 18.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 568kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 568, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 75, \"H_cm\": 50, \"q_max_kPa\": 1009.8, \"q_adm_kPa\": 1000, \"passed\": false}}"}, {"from": "gpt", "value": "B=75cm, H=50cm, q=1009.8kPa ≤ qadm=1000kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 266kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 266, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 60, \"H_cm\": 60, \"q_max_kPa\": 738.9, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=60cm, H=60cm, q=738.9kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.4m con carga 24.2kN/m e I=9124cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.4, \"w_kN_m\": 24.2, \"I_cm4\": 9124}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 24.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=24.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-200 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Comprueba la resistencia a cortante de HEB-240 S355 con V=1246.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 1246.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.96, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=1246.9kN, u=96%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-360 S275 con V=611.6kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 611.6, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.88, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=611.6kN, u=88%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.3m, w=16.2kN/m, I=10396cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 16.2, \"I_cm4\": 10396}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.07, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.07mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga IPE-360 (S235): V=399.6kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 399.6, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.68, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=399.6kN, u=68%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.5m con carga 22.0kN/m e I=9442cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 22.0, \"I_cm4\": 9442}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.12, \"limit_mm\": 31.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.12mm, límite=L/300=31.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=950kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 950, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 195, \"H_cm\": 40, \"q_max_kPa\": 249.8, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=195cm, H=40cm, q=249.8kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1104kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1104, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 192, \"H_cm\": 70, \"q_max_kPa\": 299.5, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=192cm, H=70cm, q=299.5kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}"}, {"from": "tool", "value": "{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bolted_connection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.0m con carga 17.4kN/m e I=5142cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 17.4, \"I_cm4\": 5142}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 26.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=26.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Design a square footing for 275kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 275, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 105, \"H_cm\": 50, \"q_max_kPa\": 249.4, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=105cm, H=50cm, q=249.4kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena una zapata para carga de 1126kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1126, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 274, \"H_cm\": 50, \"q_max_kPa\": 150.0, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=274cm, H=50cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 4.9m con carga repartida 29.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.9, \"w_kN_m\": 29.1, \"I_cm4\": 3860}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 16.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=16.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.9m con carga 22.6kN/m e I=22821cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.9, \"w_kN_m\": 22.6, \"I_cm4\": 22821}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 29.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=29.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section IPE-360 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena una zapata para carga de 1219kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1219, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 221, \"H_cm\": 40, \"q_max_kPa\": 249.6, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=221cm, H=40cm, q=249.6kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 9.0m beam with UDL 25.0kN/m, I=21092cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 25.0, \"I_cm4\": 21092}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 30.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=30.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-240 S355 with shear force V=678.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 678.2, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.52, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=678.2kN, u=52%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1082kN, terreno arena media con capacidad 250kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1082, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 208, \"H_cm\": 60, \"q_max_kPa\": 250.1, \"q_adm_kPa\": 250, \"passed\": false}}"}, {"from": "gpt", "value": "B=208cm, H=60cm, q=250.1kPa ≤ qadm=250kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: HEB-240 con acero S235"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S275 con cortante V=492.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 492.5, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.35, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=492.5kN, u=35%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Deformación de viga de 8.2m con carga repartida 12.8kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.2, \"w_kN_m\": 12.8, \"I_cm4\": 16747}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 27.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=27.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verificare la forfecare pentru HEB-240 S355 cu V=601.0kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 601.0, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.46, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=601.0kN, u=46%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.2m con carga 27.5kN/m e I=10386cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.2, \"w_kN_m\": 27.5, \"I_cm4\": 10386}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 24.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=24.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 8.0m con carga repartida 16.2kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 16.2, \"I_cm4\": 13329}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 26.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=26.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 6.7m con carga repartida 13.1kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 13.1, \"I_cm4\": 10281}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 22.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=22.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 8.3m con carga 20.1kN/m e I=19179cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.3, \"w_kN_m\": 20.1, \"I_cm4\": 19179}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 27.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=27.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 664kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 664, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 210, \"H_cm\": 60, \"q_max_kPa\": 150.6, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=210cm, H=60cm, q=150.6kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=8.7m, w=18.3kN/m, I=10538cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.7, \"w_kN_m\": 18.3, \"I_cm4\": 10538}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 29.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=29.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Cortante en viga IPE-400 (S235): V=284.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 284.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.41, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=284.4kN, u=41%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section HEB-240 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cortante en viga HEB-300 (S275): V=998.4kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 998.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.7, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=998.4kN, u=70%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ classify_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Classify section HEB-200 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=4.8m, w=25.1kN/m, I=18786cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.8, \"w_kN_m\": 25.1, \"I_cm4\": 18786}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 16.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=16.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 718kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 718, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 134, \"H_cm\": 40, \"q_max_kPa\": 399.9, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=134cm, H=40cm, q=399.9kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.9m con carga 11.9kN/m e I=7694cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.9, \"w_kN_m\": 11.9, \"I_cm4\": 7694}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 33.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.09mm, límite=L/300=33.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=8.4m, w=10.5kN/m, I=14378cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.4, \"w_kN_m\": 10.5, \"I_cm4\": 14378}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 28.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=28.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Peso del IPE-300?"}, {"from": "gpt", "value": "{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}"}, {"from": "tool", "value": "{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ lookup_section ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.8m, w=24.1kN/m, I=9971cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 24.1, \"I_cm4\": 9971}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.14, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.14mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Check deflection for a 6.9m beam with UDL 17.4kN/m, I=23349cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 17.4, \"I_cm4\": 23349}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 23.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=23.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que clase de seccion es IPE-360 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 1157kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1157, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 196, \"H_cm\": 70, \"q_max_kPa\": 301.2, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=196cm, H=70cm, q=301.2kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=919kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 919, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 152, \"H_cm\": 40, \"q_max_kPa\": 397.8, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=152cm, H=40cm, q=397.8kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.9m, w=14.2kN/m, I=4907cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.9, \"w_kN_m\": 14.2, \"I_cm4\": 4907}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.17, \"limit_mm\": 33.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.17mm, límite=L/300=33.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-240 S235 with shear force V=837.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 837.4, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.97, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=837.4kN, u=97%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 1493kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1493, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 223, \"H_cm\": 70, \"q_max_kPa\": 300.2, \"q_adm_kPa\": 300, \"passed\": false}}"}, {"from": "gpt", "value": "B=223cm, H=70cm, q=300.2kPa ≤ qadm=300kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Cimentación: N=445kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 445, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 105, \"H_cm\": 50, \"q_max_kPa\": 403.6, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=105cm, H=50cm, q=403.6kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha máxima de viga simplemente apoyada L=9.3m, w=26.6kN/m, I=12848cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 26.6, \"I_cm4\": 12848}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.1, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.1mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Shear check for HEB-300 S275 with shear force V=1018.4kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1018.4, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.72, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1018.4kN, u=72%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Design a square footing for 727kN load on arena media soil (qadm=250kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 727, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 171, \"H_cm\": 40, \"q_max_kPa\": 248.6, \"q_adm_kPa\": 250, \"passed\": true}}"}, {"from": "gpt", "value": "B=171cm, H=40cm, q=248.6kPa ≤ qadm=250kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Design a square footing for 1292kN load on arcilla dura soil (qadm=300kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1292, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 208, \"H_cm\": 40, \"q_max_kPa\": 298.6, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=208cm, H=40cm, q=298.6kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Deformación de viga de 6.8m con carga repartida 33.6kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 33.6, \"I_cm4\": 4182}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.11, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.11mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Deformación de viga de 6.8m con carga repartida 12.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.8, \"w_kN_m\": 12.9, \"I_cm4\": 15024}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 22.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=22.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Verifica la flecha de una viga de 7.4m con carga 31.0kN/m e I=7032cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.4, \"w_kN_m\": 31.0, \"I_cm4\": 7032}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.08, \"limit_mm\": 24.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.08mm, límite=L/300=24.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasifică secțiunea IPE-360 din S275 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasifica la seccion HEB-300 en S235 segun EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es IPE-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=258kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 258, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 93, \"H_cm\": 60, \"q_max_kPa\": 298.3, \"q_adm_kPa\": 300, \"passed\": true}}"}, {"from": "gpt", "value": "B=93cm, H=60cm, q=298.3kPa ≤ qadm=300kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil HEB-300 en S275 con cortante V=1263.3kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1263.3, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.89, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1263.3kN, u=89%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Clasificación de sección: IPE-360 con acero S275"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.9m con carga 13.8kN/m e I=19529cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.9, \"w_kN_m\": 13.8, \"I_cm4\": 19529}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 19.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=19.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 856kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 856, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 146, \"H_cm\": 40, \"q_max_kPa\": 401.6, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=146cm, H=40cm, q=401.6kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 393kN load on roca soil (qadm=1000kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 393, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 63, \"H_cm\": 50, \"q_max_kPa\": 990.2, \"q_adm_kPa\": 1000, \"passed\": true}}"}, {"from": "gpt", "value": "B=63cm, H=50cm, q=990.2kPa ≤ qadm=1000kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=835kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 835, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 236, \"H_cm\": 70, \"q_max_kPa\": 149.9, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=236cm, H=70cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S275 con cortante V=347.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 347.9, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.5, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=347.9kN, u=50%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Design a square footing for 273kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 273, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 83, \"H_cm\": 60, \"q_max_kPa\": 396.3, \"q_adm_kPa\": 400, \"passed\": true}}"}, {"from": "gpt", "value": "B=83cm, H=60cm, q=396.3kPa ≤ qadm=400kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Disena una zapata para carga de 598kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 598, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 200, \"H_cm\": 60, \"q_max_kPa\": 149.5, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=200cm, H=60cm, q=149.5kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Comprueba la resistencia a cortante de IPE-300 S355 con V=555.9kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 555.9, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.84, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=555.9kN, u=84%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Clasifică secțiunea HEB-240 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Cimentación: N=1268kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1268, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 291, \"H_cm\": 50, \"q_max_kPa\": 149.7, \"q_adm_kPa\": 150, \"passed\": true}}"}, {"from": "gpt", "value": "B=291cm, H=50cm, q=149.7kPa ≤ qadm=150kPa. ✅ EC7"}], "category": "cimentacion", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=1129kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1129, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 274, \"H_cm\": 40, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=274cm, H=40cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ calculate_footing ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Dimensiona zapata cuadrada: N=613kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 613, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 202, \"H_cm\": 40, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}"}, {"from": "gpt", "value": "B=202cm, H=40cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Clasifică secțiunea IPE-400 din S235 conform EC3"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Classify section HEB-300 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Disena una zapata para carga de 766kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 766, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 138, \"H_cm\": 50, \"q_max_kPa\": 402.2, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=138cm, H=50cm, q=402.2kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Classify section HEB-200 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-200 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Clasificación de sección: IPE-300 con acero S355"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Que clase de seccion es HEB-240 en S355?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 5.2m con carga 31.0kN/m e I=14503cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.2, \"w_kN_m\": 31.0, \"I_cm4\": 14503}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 17.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=17.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verifica a cortante el perfil IPE-360 en S235 con cortante V=542.5kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 542.5, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.92, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=542.5kN, u=92%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Shear check for IPE-300 S235 with shear force V=221.7kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 221.7, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.51, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=221.7kN, u=51%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ verify_bending ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Shear check for HEB-200 S235 with shear force V=425.2kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 425.2, \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.67, \"passed\": true}}"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=425.2kN, u=67%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Classify section HEB-240 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Que clase de seccion es IPE-400 en S235?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."}, {"from": "human", "value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ check_deflection ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Verificare la forfecare pentru IPE-300 S355 cu V=552.8kN"}, {"from": "gpt", "value": "{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 552.8, \"fy_MPa\": 355}}"}, {"from": "tool", "value": "{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.84, \"passed\": true}}"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=552.8kN, u=84%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Cimentación: N=1478kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1478, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}"}, {"from": "tool", "value": "{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 192, \"H_cm\": 60, \"q_max_kPa\": 400.9, \"q_adm_kPa\": 400, \"passed\": false}}"}, {"from": "gpt", "value": "B=192cm, H=60cm, q=400.9kPa ≤ qadm=400kPa. ❌ Aumentar B."}], "category": "cimentacion", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."}, {"from": "human", "value": "Deformación de viga de 9.8m con carga repartida 27.9kN/m"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.8, \"w_kN_m\": 27.9, \"I_cm4\": 14609}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.11, \"limit_mm\": 32.7, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.11mm, límite=L/300=32.7mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Verifica la flecha de una viga de 6.4m con carga 15.0kN/m e I=2503cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.4, \"w_kN_m\": 15.0, \"I_cm4\": 2503}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 21.3, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.06mm, límite=L/300=21.3mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Verifica la flecha de una viga de 9.3m con carga 23.3kN/m e I=5850cm4"}, {"from": "gpt", "value": "{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 23.3, \"I_cm4\": 5850}}"}, {"from": "tool", "value": "{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.18, \"limit_mm\": 31.0, \"passed\": true}}"}, {"from": "gpt", "value": "δ=0.18mm, límite=L/300=31.0mm. ✅ EC2 §7.4."}], "category": "acero", "difficulty": "facil"}
{"conversations": [{"from": "system", "value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."}, {"from": "human", "value": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}"}, {"from": "tool", "value": "{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}"}, {"from": "gpt", "value": "✅ get_seismic_params ejecutado correctamente."}], "category": "acero", "difficulty": "media"}
{"conversations": [{"from": "system", "value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."}, {"from": "human", "value": "Que clase de seccion es HEB-300 en S275?"}, {"from": "gpt", "value": "{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}"}, {"from": "tool", "value": "{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}"}, {"from": "gpt", "value": "HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2."}], "category": "acero", "difficulty": "facil"}