stage2/val.jsonl

{"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 S235 cu V=1148.4kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1148.4, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.95, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=1148.4kN, u=95%. ✅ 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 IPE-300 en S235 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Shear check for IPE-300 S235 with shear force V=307.5kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 307.5, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.7, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=307.5kN, 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": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 IPE-360 en S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasifică secțiunea HEB-200 din S355 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Deformación de viga de 5.0m con carga repartida 23.7kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.0, \"w_kN_m\": 23.7, \"I_cm4\": 8805}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 16.7, \"passed\": true}}</tool_response>"}, {"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": "Verifica a cortante el perfil IPE-400 en S275 con cortante V=491.7kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 491.7, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.61, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=491.7kN, 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": "Shear check for IPE-300 S235 with shear force V=182.5kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 182.5, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 438.2, \"utilisation\": 0.42, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=182.5kN, 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": "Que clase de seccion es IPE-400 en S275?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Classify section HEB-200 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Classify section HEB-300 in S275 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Check deflection for a 5.5m beam with UDL 13.2kN/m, I=21410cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 13.2, \"I_cm4\": 21410}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.0mm, 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": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Clasifica la seccion HEB-200 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Check deflection for a 6.9m beam with UDL 12.0kN/m, I=3137cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 12.0, \"I_cm4\": 3137}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 23.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.05mm, 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": "Check deflection for a 6.7m beam with UDL 15.2kN/m, I=7524cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 15.2, \"I_cm4\": 7524}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 22.3, \"passed\": true}}</tool_response>"}, {"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": "Flecha máxima de viga simplemente apoyada L=9.5m, w=27.6kN/m, I=23221cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.5, \"w_kN_m\": 27.6, \"I_cm4\": 23221}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 31.7, \"passed\": true}}</tool_response>"}, {"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": "Deformación de viga de 7.9m con carga repartida 13.9kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.9, \"w_kN_m\": 13.9, \"I_cm4\": 17377}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 26.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.02mm, 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": "Deformación de viga de 8.1m con carga repartida 28.0kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.1, \"w_kN_m\": 28.0, \"I_cm4\": 23476}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 27.0, \"passed\": true}}</tool_response>"}, {"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": "Que clase de seccion es IPE-360 en S355?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Dimensiona zapata cuadrada: N=1325kN, qadm=300kPa, arcilla dura"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1325, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 210, \"H_cm\": 60, \"q_max_kPa\": 300.5, \"q_adm_kPa\": 300, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=210cm, H=60cm, q=300.5kPa ≤ 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": "Flecha máxima de viga simplemente apoyada L=4.5m, w=16.9kN/m, I=15088cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.5, \"w_kN_m\": 16.9, \"I_cm4\": 15088}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 15.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=15.0mm. ✅ 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": "Check deflection for a 9.0m beam with UDL 27.3kN/m, I=11671cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 27.3, \"I_cm4\": 11671}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.1, \"limit_mm\": 30.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.1mm, 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": "Verificare la forfecare pentru HEB-300 S355 cu V=1062.3kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1062.3, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.58, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1062.3kN, u=58%. ✅ 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": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Clasificación de sección: IPE-400 con acero S275"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Check deflection for a 9.1m beam with UDL 32.3kN/m, I=2316cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 32.3, \"I_cm4\": 2316}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.59, \"limit_mm\": 30.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.59mm, límite=L/300=30.3mm. ✅ 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 la seccion IPE-400 en S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Shear check for IPE-400 S355 with shear force V=704.5kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 704.5, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.68, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=704.5kN, 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": "Disena una zapata para carga de 432kN sobre terreno de arena media (qadm=250kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 432, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 131, \"H_cm\": 50, \"q_max_kPa\": 251.7, \"q_adm_kPa\": 250, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=131cm, H=50cm, q=251.7kPa ≤ 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 IPE-400 S235 con V=384.6kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 384.6, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.56, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=384.6kN, u=56%. ✅ 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 HEB-240 S235 con V=796.1kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 796.1, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.92, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=796.1kN, u=92%. ✅ 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 6.2m con carga repartida 12.2kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.2, \"w_kN_m\": 12.2, \"I_cm4\": 7167}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 20.7, \"passed\": true}}</tool_response>"}, {"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": "Clasifică secțiunea HEB-200 din S355 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 IPE-300 con V=200kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Cortante en viga HEB-240 (S275): V=412.0kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 412.0, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1009.8, \"utilisation\": 0.41, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=412.0kN, 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": "Check deflection for a 8.5m beam with UDL 24.4kN/m, I=4951cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.5, \"w_kN_m\": 24.4, \"I_cm4\": 4951}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.16, \"limit_mm\": 28.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.16mm, límite=L/300=28.3mm. ✅ 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": "Clasifica la seccion IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Flecha máxima de viga simplemente apoyada L=9.2m, w=16.5kN/m, I=23347cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.2, \"w_kN_m\": 16.5, \"I_cm4\": 23347}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 30.7, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=30.7mm. ✅ 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 S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-200\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasificación de sección: HEB-240 con acero S355"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Flecha máxima de viga simplemente apoyada L=8.0m, w=30.4kN/m, I=14398cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 30.4, \"I_cm4\": 14398}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 26.7, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.05mm, 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": "Clasifica la seccion HEB-300 en S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 2, \"flange_class\": 2, \"web_class\": 1}}</tool_response>"}, {"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": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Deformación de viga de 4.3m con carga repartida 15.6kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.3, \"w_kN_m\": 15.6, \"I_cm4\": 23080}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.3, \"passed\": true}}</tool_response>"}, {"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": "Clasificación de sección: IPE-400 con acero S355"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Clasifică secțiunea IPE-360 din S235 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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: IPE-300 con acero S275"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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=713.6kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 713.6, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 1039.1, \"utilisation\": 0.69, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=713.6kN, 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": "Design a square footing for 791kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 791, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 230, \"H_cm\": 70, \"q_max_kPa\": 149.5, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=230cm, 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": "Flecha máxima de viga simplemente apoyada L=7.8m, w=32.0kN/m, I=2965cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.8, \"w_kN_m\": 32.0, \"I_cm4\": 2965}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.25, \"limit_mm\": 26.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.25mm, 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": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Dimensiona zapata cuadrada: N=1051kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1051, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 265, \"H_cm\": 70, \"q_max_kPa\": 149.7, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=265cm, H=70cm, 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": "Flecha máxima de viga simplemente apoyada L=5.9m, w=33.8kN/m, I=4431cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.9, \"w_kN_m\": 33.8, \"I_cm4\": 4431}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 19.7, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.06mm, 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": "Deformación de viga de 7.1m con carga repartida 27.7kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.1, \"w_kN_m\": 27.7, \"I_cm4\": 12336}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 23.7, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.04mm, límite=L/300=23.7mm. ✅ 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-300 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Flecha máxima de viga simplemente apoyada L=7.2m, w=17.1kN/m, I=18936cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.2, \"w_kN_m\": 17.1, \"I_cm4\": 18936}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 24.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.02mm, 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": "Verifica la flecha de una viga de 6.9m con carga 22.1kN/m e I=21798cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 22.1, \"I_cm4\": 21798}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.01, \"limit_mm\": 23.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.01mm, límite=L/300=23.0mm. ✅ 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=797kN, qadm=1000kPa, roca"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 797, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 89, \"H_cm\": 40, \"q_max_kPa\": 1006.2, \"q_adm_kPa\": 1000, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=89cm, H=40cm, q=1006.2kPa ≤ 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": "Deformación de viga de 8.0m con carga repartida 24.2kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 8.0, \"w_kN_m\": 24.2, \"I_cm4\": 3782}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.16, \"limit_mm\": 26.7, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.16mm, límite=L/300=26.7mm. ✅ 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": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Check deflection for a 9.1m beam with UDL 17.0kN/m, I=7894cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 17.0, \"I_cm4\": 7894}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.09, \"limit_mm\": 30.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.09mm, 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": "Clasificación de sección: IPE-400 con acero S275"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Design a square footing for 767kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 767, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 226, \"H_cm\": 40, \"q_max_kPa\": 150.2, \"q_adm_kPa\": 150, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=226cm, H=40cm, 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": "Clasifică secțiunea IPE-360 din S355 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Cortante en viga HEB-200 (S355): V=310.2kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 310.2, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.32, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=310.2kN, 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": "Check deflection for a 6.3m beam with UDL 11.3kN/m, I=3854cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.3, \"w_kN_m\": 11.3, \"I_cm4\": 3854}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 21.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.03mm, 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": "Check deflection for a 9.4m beam with UDL 16.7kN/m, I=24384cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.4, \"w_kN_m\": 16.7, \"I_cm4\": 24384}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 31.3, \"passed\": true}}</tool_response>"}, {"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": "Verifica la flecha de una viga de 9.3m con carga 28.2kN/m e I=11288cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 28.2, \"I_cm4\": 11288}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.12, \"limit_mm\": 31.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.12mm, 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": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Check deflection for a 6.3m beam with UDL 25.9kN/m, I=4984cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.3, \"w_kN_m\": 25.9, \"I_cm4\": 4984}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 21.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.05mm, límite=L/300=21.0mm. ✅ 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": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Dimensiona zapata cuadrada: N=229kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 229, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 76, \"H_cm\": 50, \"q_max_kPa\": 396.5, \"q_adm_kPa\": 400, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=76cm, H=50cm, q=396.5kPa ≤ 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": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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=528kN, terreno arcilla dura con capacidad 300kPa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 528, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 133, \"H_cm\": 50, \"q_max_kPa\": 298.5, \"q_adm_kPa\": 300, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=133cm, H=50cm, q=298.5kPa ≤ 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": "Classify section IPE-400 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Verifica la flecha de una viga de 7.1m con carga 29.7kN/m e I=20041cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.1, \"w_kN_m\": 29.7, \"I_cm4\": 20041}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.7, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.02mm, límite=L/300=23.7mm. ✅ 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": "Cortante en viga HEB-200 (S235): V=464.7kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 464.7, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 636.3, \"utilisation\": 0.73, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=464.7kN, 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": "Verificare la forfecare pentru HEB-200 S355 cu V=421.8kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 421.8, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.44, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=421.8kN, 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": "Design a square footing for 377kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 377, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 159, \"H_cm\": 50, \"q_max_kPa\": 149.1, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=159cm, H=50cm, q=149.1kPa ≤ 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=1495kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1495, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 316, \"H_cm\": 50, \"q_max_kPa\": 149.7, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=316cm, 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": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 6.9m con carga 24.3kN/m e I=13733cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.9, \"w_kN_m\": 24.3, \"I_cm4\": 13733}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 23.0, \"passed\": true}}</tool_response>"}, {"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": "Verifica a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 a cortante el perfil HEB-300 en S355 con cortante V=1152.4kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 1152.4, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.63, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1152.4kN, 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": "Dimensiona zapata cuadrada: N=453kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 453, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 174, \"H_cm\": 40, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=174cm, H=40cm, q=149.6kPa ≤ 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-360 din S355 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Deformación de viga de 9.4m con carga repartida 23.8kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.4, \"w_kN_m\": 23.8, \"I_cm4\": 19808}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.06, \"limit_mm\": 31.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.06mm, 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": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Check deflection for a 4.9m beam with UDL 32.4kN/m, I=23526cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.9, \"w_kN_m\": 32.4, \"I_cm4\": 23526}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 16.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=16.3mm. ✅ 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 la flecha de una viga de 6.7m con carga 27.5kN/m e I=7301cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6.7, \"w_kN_m\": 27.5, \"I_cm4\": 7301}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.05, \"limit_mm\": 22.3, \"passed\": true}}</tool_response>"}, {"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": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Verificare la forfecare pentru IPE-300 S355 cu V=251.6kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 251.6, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.38, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=251.6kN, 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": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Clasificación de sección: IPE-400 con acero S235"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Design a square footing for 1410kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1410, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 307, \"H_cm\": 70, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=307cm, 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": "Verifica a cortante el perfil HEB-300 en S235 con cortante V=597.1kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 597.1, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.49, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=597.1kN, 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": "Classify section HEB-240 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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-300 en S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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-240 S355 cu V=562.8kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 562.8, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.43, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=562.8kN, 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": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 HEB-240 en S355?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Check deflection for a 5.5m beam with UDL 17.1kN/m, I=22528cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.5, \"w_kN_m\": 17.1, \"I_cm4\": 22528}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 18.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.0mm, 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": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Verificare la forfecare pentru HEB-240 S355 cu V=544.9kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 544.9, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.42, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=544.9kN, u=42%. ✅ 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 577kN sobre terreno de arcilla dura (qadm=300kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 577, \"fck_MPa\": 25, \"q_adm_kPa\": 300}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 139, \"H_cm\": 50, \"q_max_kPa\": 298.6, \"q_adm_kPa\": 300, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=139cm, H=50cm, q=298.6kPa ≤ 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": "Disena una zapata para carga de 966kN sobre terreno de arena densa (qadm=400kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 966, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 155, \"H_cm\": 50, \"q_max_kPa\": 402.1, \"q_adm_kPa\": 400, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=155cm, 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": "Dimensiona zapata cuadrada: N=306kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 306, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 111, \"H_cm\": 70, \"q_max_kPa\": 248.4, \"q_adm_kPa\": 250, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=111cm, H=70cm, q=248.4kPa ≤ 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": "Verificare la forfecare pentru HEB-240 S355 cu V=665.7kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 665.7, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 1303.5, \"utilisation\": 0.51, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=665.7kN, 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": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Clasifică secțiunea IPE-400 din S275 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Dimensiona zapata cuadrada: N=555kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 555, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 192, \"H_cm\": 50, \"q_max_kPa\": 150.6, \"q_adm_kPa\": 150, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=192cm, H=50cm, 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": "Verifica la flecha de una viga de 9.1m con carga 21.8kN/m e I=22787cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.1, \"w_kN_m\": 21.8, \"I_cm4\": 22787}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 30.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.04mm, 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": "Dimensiona zapata cuadrada: N=833kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 833, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 236, \"H_cm\": 60, \"q_max_kPa\": 149.6, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=236cm, H=60cm, 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": "Clasifica la seccion IPE-360 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasificación de sección: IPE-300 con acero S235"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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=429kN, qadm=250kPa, arena media"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 429, \"fck_MPa\": 25, \"q_adm_kPa\": 250}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 131, \"H_cm\": 70, \"q_max_kPa\": 250.0, \"q_adm_kPa\": 250, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=131cm, H=70cm, 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": "Classify section IPE-360 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Deformación de viga de 9.3m con carga repartida 29.5kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.3, \"w_kN_m\": 29.5, \"I_cm4\": 13900}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.1, \"limit_mm\": 31.0, \"passed\": true}}</tool_response>"}, {"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": "Comprueba la resistencia a cortante de HEB-300 S355 con V=921.2kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 921.2, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1832.3, \"utilisation\": 0.5, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=921.2kN, 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": "Verificare la forfecare pentru IPE-360 S355 cu V=658.7kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 658.7, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.74, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=658.7kN, 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": "Disena zapata para 500kN en arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 el perfil IPE-360 en S355 con cortante V=569.7kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 569.7, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.64, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=569.7kN, 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": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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-360 S275 cu V=303.2kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 303.2, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.44, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=303.2kN, u=44%. ✅ 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=296.9kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 296.9, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.45, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=296.9kN, 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-300 S355 cu V=556.6kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 556.6, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.84, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=556.6kN, u=84%. ✅ 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=659kN, qadm=400kPa, arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 659, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 128, \"H_cm\": 40, \"q_max_kPa\": 402.2, \"q_adm_kPa\": 400, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=128cm, H=40cm, q=402.2kPa ≤ 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": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Flecha máxima de viga simplemente apoyada L=7.2m, w=28.3kN/m, I=2461cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.2, \"w_kN_m\": 28.3, \"I_cm4\": 2461}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.19, \"limit_mm\": 24.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.19mm, 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": "Resiste un IPE-300 S275 con M=120kNm?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\": 120, \"W_el_cm3\": 557.1, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_bending\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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=310kN, terreno arena densa con capacidad 400kPa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 310, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 88, \"H_cm\": 70, \"q_max_kPa\": 400.3, \"q_adm_kPa\": 400, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=88cm, 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": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 6, \"w_kN_m\": 20, \"I_cm4\": 8356}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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=5.1m, w=22.5kN/m, I=22665cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 5.1, \"w_kN_m\": 22.5, \"I_cm4\": 22665}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 17.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.0mm, límite=L/300=17.0mm. ✅ 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 aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Shear check for IPE-360 S235 with shear force V=474.0kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 474.0, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.8, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=474.0kN, 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": "Design a square footing for 1187kN load on arena densa soil (qadm=400kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1187, \"fck_MPa\": 25, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 172, \"H_cm\": 60, \"q_max_kPa\": 401.2, \"q_adm_kPa\": 400, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=172cm, H=60cm, q=401.2kPa ≤ 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": "Que clase de seccion es IPE-360 en S235?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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 IPE-300 con V=200kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasificación de sección: IPE-300 con acero S275"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Deformación de viga de 4.3m con carga repartida 14.1kN/m"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.3, \"w_kN_m\": 14.1, \"I_cm4\": 6602}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 14.3, \"passed\": true}}</tool_response>"}, {"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": "Clasifică secțiunea HEB-300 din S235 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-300\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasifica la seccion HEB-240 en S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Resistencia de 4 pernos M20 8.8 con F=100kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_bolted_connection\", \"arguments\": {\"bolt_grade\": \"8.8\", \"d_mm\": 20, \"n_bolts\": 4, \"F_Ed_kN\": 100, \"t_pl_mm\": 10}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_bolted_connection\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 IPE-400 en S275?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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 IPE-300 (S275): V=499.5kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 499.5, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 512.8, \"utilisation\": 0.97, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=499.5kN, 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": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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 zapata para 500kN en arena densa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 500, \"q_adm_kPa\": 400}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Cimentación: N=355kN, terreno arcilla blanda con capacidad 150kPa"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 355, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 154, \"H_cm\": 60, \"q_max_kPa\": 149.7, \"q_adm_kPa\": 150, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "B=154cm, H=60cm, 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": "Clasifica la seccion IPE-300 en S235 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Comprueba la resistencia a cortante de HEB-240 S235 con V=263.5kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 263.5, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.31, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=263.5kN, 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": "Disena una zapata para carga de 1193kN sobre terreno de roca (qadm=1000kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 1193, \"fck_MPa\": 25, \"q_adm_kPa\": 1000}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 109, \"H_cm\": 40, \"q_max_kPa\": 1004.1, \"q_adm_kPa\": 1000, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=109cm, H=40cm, q=1004.1kPa ≤ 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": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Cortante en viga HEB-300 (S275): V=638.7kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 638.7, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1419.4, \"utilisation\": 0.45, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=638.7kN, 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": "Verifica a cortante el perfil HEB-300 en S235 con cortante V=732.4kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-300\", \"V_Ed_kN\": 732.4, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 89.4, \"V_pl_Rd_kN\": 1213.0, \"utilisation\": 0.6, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=732.4kN, 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": "Peso del IPE-300?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Cortante en viga HEB-200 (S355): V=771.3kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 771.3, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 961.3, \"utilisation\": 0.8, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=771.3kN, 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": "Shear check for IPE-300 S355 with shear force V=398.3kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 398.3, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.6, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=398.3kN, 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": "Classify section IPE-360 in S235 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Comprueba la resistencia a cortante de IPE-360 S235 con V=275.2kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 275.2, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 591.6, \"utilisation\": 0.47, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=275.2kN, 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": "Clasifica la seccion IPE-360 en S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-360\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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 máxima de viga simplemente apoyada L=7.2m, w=21.2kN/m, I=10629cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.2, \"w_kN_m\": 21.2, \"I_cm4\": 10629}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.03, \"limit_mm\": 24.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.03mm, límite=L/300=24.0mm. ✅ 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": "<tool_call>{\"name\": \"lookup_section\", \"arguments\": {\"profile\": \"IPE-300\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"lookup_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Clasifica la seccion HEB-240 en S355 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasifica IPE-300 en S275 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Design a square footing for 235kN load on arcilla blanda soil (qadm=150kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 235, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 125, \"H_cm\": 60, \"q_max_kPa\": 150.4, \"q_adm_kPa\": 150, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=125cm, H=60cm, 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": "Clasifică secțiunea IPE-300 din S275 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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 a cortante IPE-300 con V=200kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 200, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Clasifică secțiunea IPE-300 din S355 conform EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Shear check for HEB-200 S275 with shear force V=730.9kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-200\", \"V_Ed_kN\": 730.9, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 46.9, \"V_pl_Rd_kN\": 744.6, \"utilisation\": 0.98, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=730.9kN, 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": "Que clase de seccion es IPE-400 en S235?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasificación de sección: IPE-300 con acero S235"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Clasifica la seccion HEB-240 en S235 segun EC3"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"HEB-240\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Comprueba la resistencia a cortante de IPE-400 S235 con V=528.9kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 528.9, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 687.9, \"utilisation\": 0.77, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=528.9kN, 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": "Verificare la forfecare pentru IPE-300 S355 cu V=627.5kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-300\", \"V_Ed_kN\": 627.5, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 32.3, \"V_pl_Rd_kN\": 662.0, \"utilisation\": 0.95, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=627.5kN, 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": "Classify section IPE-300 in S355 per EC3 Table 5.2"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-300\", \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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=372kN, qadm=150kPa, arcilla blanda"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 372, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 157, \"H_cm\": 60, \"q_max_kPa\": 150.9, \"q_adm_kPa\": 150, \"passed\": false}}</tool_response>"}, {"from": "gpt", "value": "B=157cm, H=60cm, q=150.9kPa ≤ 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": "Que aceleracion sismica tiene Bucarest?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"get_seismic_params\", \"arguments\": {\"city\": \"Bucuresti\"}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"get_seismic_params\", \"content\": {\"result\": \"ok\"}}</tool_response>"}, {"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": "Check deflection for a 7.3m beam with UDL 15.2kN/m, I=6540cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 7.3, \"w_kN_m\": 15.2, \"I_cm4\": 6540}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.04, \"limit_mm\": 24.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.04mm, 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": "Disena una zapata para carga de 830kN sobre terreno de arcilla blanda (qadm=150kPa)"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"calculate_footing\", \"arguments\": {\"N_Ed_kN\": 830, \"fck_MPa\": 25, \"q_adm_kPa\": 150}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"calculate_footing\", \"content\": {\"B_cm\": 235, \"H_cm\": 40, \"q_max_kPa\": 150.3, \"q_adm_kPa\": 150, \"passed\": false}}</tool_response>"}, {"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": "Shear check for IPE-360 S275 with shear force V=267.0kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 267.0, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 692.2, \"utilisation\": 0.39, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=267.0kN, u=39%. ✅ 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 9.0m con carga 12.6kN/m e I=22240cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 9.0, \"w_kN_m\": 12.6, \"I_cm4\": 22240}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.02, \"limit_mm\": 30.0, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.02mm, 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": "Clasificación de sección: IPE-400 con acero S275"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Comprueba la resistencia a cortante de HEB-240 S235 con V=497.9kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"HEB-240\", \"V_Ed_kN\": 497.9, \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 63.6, \"V_pl_Rd_kN\": 862.9, \"utilisation\": 0.58, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=497.9kN, 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": "Cortante en viga IPE-400 (S275): V=306.9kN. Resistencia a cortante suficiente?"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 306.9, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.38, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=306.9kN, 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": "Check deflection for a 4.0m beam with UDL 26.0kN/m, I=14420cm4"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\": {\"L_m\": 4.0, \"w_kN_m\": 26.0, \"I_cm4\": 14420}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"check_deflection\", \"content\": {\"delta_mm\": 0.0, \"limit_mm\": 13.3, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "δ=0.0mm, 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": "Comprueba la resistencia a cortante de IPE-400 S275 con V=315.2kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-400\", \"V_Ed_kN\": 315.2, \"fy_MPa\": 275}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 50.7, \"V_pl_Rd_kN\": 805.0, \"utilisation\": 0.39, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=315.2kN, 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": "Clasificación de sección: IPE-400 con acero S235"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profile\": \"IPE-400\", \"fy_MPa\": 235}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"classify_section\", \"content\": {\"section_class\": 1, \"flange_class\": 1, \"web_class\": 1}}</tool_response>"}, {"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": "Verificare la forfecare pentru IPE-360 S355 cu V=571.0kN"}, {"from": "gpt", "value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\": \"IPE-360\", \"V_Ed_kN\": 571.0, \"fy_MPa\": 355}}</tool_call>"}, {"from": "tool", "value": "<tool_response>{\"name\": \"verify_shear\", \"content\": {\"A_v_cm2\": 43.6, \"V_pl_Rd_kN\": 893.6, \"utilisation\": 0.64, \"passed\": true}}</tool_response>"}, {"from": "gpt", "value": "IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=571.0kN, u=64%. ✅ EC3 §6.2.6."}], "category": "acero", "difficulty": "facil"}