[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Cimentación: N=1243kN, terreno arcilla blanda con capacidad 150kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1243, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 288, "H_cm": 70, "q_max_kPa": 149.9, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=288cm, H=70cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Design a square footing for 1383kN load on arcilla dura soil (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1383, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 215, "H_cm": 40, "q_max_kPa": 299.2, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=215cm, H=40cm, q=299.2kPa ≤ qadm=300kPa. ✅ EC7


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Classify section HEB-200 in S355 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-200", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasifica la seccion IPE-300 en S275 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-300", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Dimensiona zapata cuadrada: N=1193kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1193, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 282, "H_cm": 60, "q_max_kPa": 150.0, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=282cm, H=60cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Classify section IPE-300 in S355 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-300", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Comprueba la resistencia a cortante de HEB-200 S235 con V=615.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 615.7, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 636.3, "utilisation": 0.97, "passed": true}}</tool_response>

[Assistant] HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=615.7kN, u=97%. ✅ EC3 §6.2.6.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verificare la forfecare pentru IPE-400 S275 cu V=433.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 433.0, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.54, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=433.0kN, u=54%. ✅ EC3 §6.2.6.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Resiste un IPE-300 S275 con M=120kNm?

[Assistant] <tool_call>{"name": "verify_bending", "arguments": {"M_Ed_kNm": 120, "W_el_cm3": 557.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_bending", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Resiste un IPE-300 S275 con M=120kNm?

[Assistant] <tool_call>{"name": "verify_bending", "arguments": {"M_Ed_kNm": 120, "W_el_cm3": 557.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_bending", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Dimensiona zapata cuadrada: N=819kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 819, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 181, "H_cm": 60, "q_max_kPa": 250.0, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=181cm, H=60cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Cimentación: N=1432kN, terreno arcilla dura con capacidad 300kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1432, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 218, "H_cm": 40, "q_max_kPa": 301.3, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=218cm, H=40cm, q=301.3kPa ≤ qadm=300kPa. ❌ Aumentar B.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Resiste un IPE-300 S275 con M=120kNm?

[Assistant] <tool_call>{"name": "verify_bending", "arguments": {"M_Ed_kNm": 120, "W_el_cm3": 557.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_bending", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Design a square footing for 1233kN load on roca soil (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1233, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 111, "H_cm": 70, "q_max_kPa": 1000.7, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=111cm, H=70cm, q=1000.7kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Deformación de viga de 8.8m con carga repartida 27.0kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.8, "w_kN_m": 27.0, "I_cm4": 7939}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.13, "limit_mm": 29.3, "passed": true}}</tool_response>

[Assistant] δ=0.13mm, límite=L/300=29.3mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Verifica la flecha de una viga de 7.9m con carga 10.5kN/m e I=24601cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.9, "w_kN_m": 10.5, "I_cm4": 24601}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 26.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=26.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Deformación de viga de 7.7m con carga repartida 16.8kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.7, "w_kN_m": 16.8, "I_cm4": 22406}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 25.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=25.7mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Resiste un IPE-300 S275 con M=120kNm?

[Assistant] <tool_call>{"name": "verify_bending", "arguments": {"M_Ed_kNm": 120, "W_el_cm3": 557.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_bending", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Cortante en viga IPE-300 (S275): V=179.3kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 179.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.35, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=179.3kN, u=35%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifica la seccion HEB-240 en S235 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifica IPE-300 en S275 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-300", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ classify_section ejecutado correctamente.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Que clase de seccion es HEB-240 en S355?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Dimensiona zapata cuadrada: N=993kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 993, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 257, "H_cm": 70, "q_max_kPa": 150.3, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=257cm, H=70cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Dimensiona zapata cuadrada: N=903kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 903, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 190, "H_cm": 60, "q_max_kPa": 250.1, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=190cm, H=60cm, q=250.1kPa ≤ qadm=250kPa. ❌ Aumentar B.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Flecha máxima de viga simplemente apoyada L=7.3m, w=33.5kN/m, I=15629cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.3, "w_kN_m": 33.5, "I_cm4": 15629}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 24.3, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=24.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Deformación de viga de 9.4m con carga repartida 16.6kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.4, "w_kN_m": 16.6, "I_cm4": 23032}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.03, "limit_mm": 31.3, "passed": true}}</tool_response>

[Assistant] δ=0.03mm, límite=L/300=31.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Flecha de viga de 6m con carga 20kN/m e I=8356cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6, "w_kN_m": 20, "I_cm4": 8356}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ check_deflection ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasificación de sección: HEB-240 con acero S355

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Classify section HEB-240 in S235 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Flecha de viga de 6m con carga 20kN/m e I=8356cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6, "w_kN_m": 20, "I_cm4": 8356}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ check_deflection ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasifica la seccion HEB-300 en S355 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-300", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 2, "flange_class": 2, "web_class": 1}}</tool_response>

[Assistant] HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Flecha máxima de viga simplemente apoyada L=9.8m, w=13.6kN/m, I=24193cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.8, "w_kN_m": 13.6, "I_cm4": 24193}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.03, "limit_mm": 32.7, "passed": true}}</tool_response>

[Assistant] δ=0.03mm, límite=L/300=32.7mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Disena una zapata para carga de 953kN sobre terreno de arena media (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 953, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 195, "H_cm": 40, "q_max_kPa": 250.6, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=195cm, H=40cm, q=250.6kPa ≤ qadm=250kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verifica a cortante IPE-300 con V=200kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 200, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_shear ejecutado correctamente.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Design a square footing for 471kN load on roca soil (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 471, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 69, "H_cm": 60, "q_max_kPa": 989.3, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=69cm, H=60cm, q=989.3kPa ≤ qadm=1000kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verificare la forfecare pentru IPE-360 S275 cu V=531.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 531.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 692.2, "utilisation": 0.77, "passed": true}}</tool_response>

[Assistant] IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=531.1kN, u=77%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verifica a cortante IPE-300 con V=200kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 200, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_shear ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Resistencia de 4 pernos M20 8.8 con F=100kN

[Assistant] <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>

[Tool] <tool_response>{"name": "verify_bolted_connection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bolted_connection ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasificación de sección: HEB-300 con acero S275

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-300", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verificare la forfecare pentru IPE-300 S355 cu V=608.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 608.4, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 662.0, "utilisation": 0.92, "passed": true}}</tool_response>

[Assistant] IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=608.4kN, u=92%. ✅ EC3 §6.2.6.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Clasificación de sección: IPE-360 con acero S275

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Disena una zapata para carga de 1343kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1343, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 116, "H_cm": 50, "q_max_kPa": 998.1, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=116cm, H=50cm, q=998.1kPa ≤ qadm=1000kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Check deflection for a 4.5m beam with UDL 22.5kN/m, I=24867cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.5, "w_kN_m": 22.5, "I_cm4": 24867}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 15.0, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=15.0mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasificación de sección: IPE-360 con acero S355

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Verifica la flecha de una viga de 5.6m con carga 20.4kN/m e I=23153cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.6, "w_kN_m": 20.4, "I_cm4": 23153}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 18.7, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=18.7mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Flecha de viga de 6m con carga 20kN/m e I=8356cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6, "w_kN_m": 20, "I_cm4": 8356}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ check_deflection ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Design a square footing for 1394kN load on roca soil (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1394, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 118, "H_cm": 50, "q_max_kPa": 1001.1, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=118cm, H=50cm, q=1001.1kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Disena una zapata para carga de 1391kN sobre terreno de arena densa (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1391, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 186, "H_cm": 50, "q_max_kPa": 402.1, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=186cm, H=50cm, q=402.1kPa ≤ qadm=400kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Resiste un IPE-300 S275 con M=120kNm?

[Assistant] <tool_call>{"name": "verify_bending", "arguments": {"M_Ed_kNm": 120, "W_el_cm3": 557.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_bending", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Design a square footing for 758kN load on arena media soil (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 758, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 174, "H_cm": 50, "q_max_kPa": 250.4, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=174cm, H=50cm, q=250.4kPa ≤ qadm=250kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Verifica a cortante IPE-300 con V=200kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 200, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_shear ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Check deflection for a 6.7m beam with UDL 34.8kN/m, I=17783cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.7, "w_kN_m": 34.8, "I_cm4": 17783}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 22.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=22.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verificare la forfecare pentru HEB-300 S275 cu V=1234.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 1234.2, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1419.4, "utilisation": 0.87, "passed": true}}</tool_response>

[Assistant] HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1234.2kN, u=87%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifică secțiunea IPE-360 din S275 conform EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Que aceleracion sismica tiene Bucarest?

[Assistant] <tool_call>{"name": "get_seismic_params", "arguments": {"city": "Bucuresti"}}</tool_call>

[Tool] <tool_response>{"name": "get_seismic_params", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ get_seismic_params ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Design a square footing for 216kN load on arcilla blanda soil (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 216, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 120, "H_cm": 60, "q_max_kPa": 150.0, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=120cm, H=60cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Verifica a cortante el perfil IPE-300 en S275 con cortante V=463.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 463.2, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.9, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=463.2kN, u=90%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Disena zapata para 500kN en arena densa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 500, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ calculate_footing ejecutado correctamente.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Dimensiona zapata cuadrada: N=400kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 400, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 126, "H_cm": 70, "q_max_kPa": 252.0, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=126cm, H=70cm, q=252.0kPa ≤ qadm=250kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Flecha de viga de 6m con carga 20kN/m e I=8356cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6, "w_kN_m": 20, "I_cm4": 8356}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ check_deflection ejecutado correctamente.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Classify section HEB-300 in S355 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-300", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 2, "flange_class": 2, "web_class": 1}}</tool_response>

[Assistant] HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Resistencia de 4 pernos M20 8.8 con F=100kN

[Assistant] <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>

[Tool] <tool_response>{"name": "verify_bolted_connection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bolted_connection ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifică secțiunea IPE-360 din S355 conform EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Classify section IPE-360 in S275 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Dimensiona zapata cuadrada: N=646kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 646, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 161, "H_cm": 50, "q_max_kPa": 249.2, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=161cm, H=50cm, q=249.2kPa ≤ qadm=250kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Que clase de seccion es HEB-200 en S235?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-200", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-200 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Design a square footing for 447kN load on roca soil (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 447, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 67, "H_cm": 50, "q_max_kPa": 995.8, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=67cm, H=50cm, q=995.8kPa ≤ qadm=1000kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Disena una zapata para carga de 939kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 939, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 177, "H_cm": 40, "q_max_kPa": 299.7, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=177cm, H=40cm, q=299.7kPa ≤ qadm=300kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Resiste un IPE-300 S275 con M=120kNm?

[Assistant] <tool_call>{"name": "verify_bending", "arguments": {"M_Ed_kNm": 120, "W_el_cm3": 557.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_bending", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verifica la flecha de una viga de 8.0m con carga 32.8kN/m e I=13803cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.0, "w_kN_m": 32.8, "I_cm4": 13803}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.06, "limit_mm": 26.7, "passed": true}}</tool_response>

[Assistant] δ=0.06mm, límite=L/300=26.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifică secțiunea HEB-300 din S355 conform EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-300", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 2, "flange_class": 2, "web_class": 1}}</tool_response>

[Assistant] HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Cortante en viga HEB-200 (S355): V=578.2kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 578.2, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.6, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=578.2kN, u=60%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasificación de sección: HEB-240 con acero S275

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Flecha de viga de 6m con carga 20kN/m e I=8356cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6, "w_kN_m": 20, "I_cm4": 8356}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ check_deflection ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasificación de sección: IPE-360 con acero S235

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasificación de sección: HEB-200 con acero S355

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-200", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Dimensiona zapata cuadrada: N=401kN, qadm=1000kPa, roca

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 401, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 63, "H_cm": 50, "q_max_kPa": 1010.3, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=63cm, H=50cm, q=1010.3kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Flecha máxima de viga simplemente apoyada L=6.5m, w=23.4kN/m, I=5012cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.5, "w_kN_m": 23.4, "I_cm4": 5012}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.05, "limit_mm": 21.7, "passed": true}}</tool_response>

[Assistant] δ=0.05mm, límite=L/300=21.7mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Verificare la forfecare pentru IPE-400 S275 cu V=531.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 531.9, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.66, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=531.9kN, u=66%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Resistencia de 4 pernos M20 8.8 con F=100kN

[Assistant] <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>

[Tool] <tool_response>{"name": "verify_bolted_connection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bolted_connection ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Cimentación: N=1450kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1450, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 190, "H_cm": 50, "q_max_kPa": 401.7, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=190cm, H=50cm, q=401.7kPa ≤ qadm=400kPa. ❌ Aumentar B.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Check deflection for a 7.6m beam with UDL 23.6kN/m, I=10447cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.6, "w_kN_m": 23.6, "I_cm4": 10447}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.05, "limit_mm": 25.3, "passed": true}}</tool_response>

[Assistant] δ=0.05mm, límite=L/300=25.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Deformación de viga de 6.2m con carga repartida 19.5kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.2, "w_kN_m": 19.5, "I_cm4": 8113}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 20.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=20.7mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Design a square footing for 1369kN load on roca soil (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1369, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 117, "H_cm": 40, "q_max_kPa": 1000.1, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=117cm, H=40cm, q=1000.1kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Cortante en viga IPE-300 (S355): V=294.6kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 294.6, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 662.0, "utilisation": 0.45, "passed": true}}</tool_response>

[Assistant] IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=294.6kN, u=45%. ✅ EC3 §6.2.6.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Disena una zapata para carga de 554kN sobre terreno de arena densa (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 554, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 118, "H_cm": 70, "q_max_kPa": 397.9, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=118cm, H=70cm, q=397.9kPa ≤ qadm=400kPa. ✅ EC7


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Check deflection for a 5.3m beam with UDL 28.5kN/m, I=13267cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.3, "w_kN_m": 28.5, "I_cm4": 13267}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 17.7, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=17.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verificare la forfecare pentru HEB-200 S355 cu V=944.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 944.2, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.98, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=944.2kN, u=98%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Peso del IPE-300?

[Assistant] <tool_call>{"name": "lookup_section", "arguments": {"profile": "IPE-300"}}</tool_call>

[Tool] <tool_response>{"name": "lookup_section", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ lookup_section ejecutado correctamente.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Design a square footing for 767kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 767, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 138, "H_cm": 40, "q_max_kPa": 402.8, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=138cm, H=40cm, q=402.8kPa ≤ qadm=400kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Design a square footing for 1375kN load on arcilla dura soil (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1375, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 214, "H_cm": 70, "q_max_kPa": 300.2, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=214cm, H=70cm, q=300.2kPa ≤ qadm=300kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Verifica la flecha de una viga de 9.5m con carga 26.2kN/m e I=21698cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.5, "w_kN_m": 26.2, "I_cm4": 21698}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.06, "limit_mm": 31.7, "passed": true}}</tool_response>

[Assistant] δ=0.06mm, límite=L/300=31.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Dimensiona zapata cuadrada: N=1387kN, qadm=300kPa, arcilla dura

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1387, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 215, "H_cm": 60, "q_max_kPa": 300.1, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=215cm, H=60cm, q=300.1kPa ≤ qadm=300kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Disena una zapata para carga de 983kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 983, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 256, "H_cm": 60, "q_max_kPa": 150.0, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=256cm, H=60cm, q=150.0kPa ≤ qadm=150kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Peso del IPE-300?

[Assistant] <tool_call>{"name": "lookup_section", "arguments": {"profile": "IPE-300"}}</tool_call>

[Tool] <tool_response>{"name": "lookup_section", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ lookup_section ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Dimensiona zapata cuadrada: N=984kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 984, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 198, "H_cm": 70, "q_max_kPa": 251.0, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=198cm, H=70cm, q=251.0kPa ≤ qadm=250kPa. ❌ Aumentar B.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Que clase de seccion es IPE-300 en S235?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-300", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Cimentación: N=885kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 885, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 188, "H_cm": 40, "q_max_kPa": 250.4, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=188cm, H=40cm, q=250.4kPa ≤ qadm=250kPa. ❌ Aumentar B.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Check deflection for a 5.5m beam with UDL 22.2kN/m, I=16617cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.5, "w_kN_m": 22.2, "I_cm4": 16617}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 18.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Disena una zapata para carga de 1233kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1233, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 203, "H_cm": 60, "q_max_kPa": 299.2, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=203cm, H=60cm, q=299.2kPa ≤ qadm=300kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasificación de sección: IPE-360 con acero S275

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Deformación de viga de 6.2m con carga repartida 25.2kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.2, "w_kN_m": 25.2, "I_cm4": 14593}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 20.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=20.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Disena una zapata para carga de 1469kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1469, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 121, "H_cm": 50, "q_max_kPa": 1003.3, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=121cm, H=50cm, q=1003.3kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Shear check for IPE-400 S275 with shear force V=524.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 524.9, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.65, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=524.9kN, u=65%. ✅ EC3 §6.2.6.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Comprueba la resistencia a cortante de IPE-300 S235 con V=248.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 248.4, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.57, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=248.4kN, u=57%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Shear check for IPE-400 S355 with shear force V=883.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 883.8, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 1039.1, "utilisation": 0.85, "passed": true}}</tool_response>

[Assistant] IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=883.8kN, u=85%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifica la seccion HEB-300 en S275 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-300", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-300 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Flecha máxima de viga simplemente apoyada L=5.8m, w=20.3kN/m, I=7102cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.8, "w_kN_m": 20.3, "I_cm4": 7102}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 19.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=19.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifică secțiunea HEB-240 din S355 conform EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Cimentación: N=424kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 424, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 65, "H_cm": 70, "q_max_kPa": 1003.6, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=65cm, H=70cm, q=1003.6kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Verifica a cortante IPE-300 con V=200kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 200, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_shear ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Verifica la flecha de una viga de 8.4m con carga 10.8kN/m e I=17100cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.4, "w_kN_m": 10.8, "I_cm4": 17100}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 28.0, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=28.0mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Dimensiona zapata cuadrada: N=417kN, qadm=400kPa, arena densa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 417, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 102, "H_cm": 70, "q_max_kPa": 400.8, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=102cm, H=70cm, q=400.8kPa ≤ qadm=400kPa. ❌ Aumentar B.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasifica la seccion HEB-240 en S235 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Que aceleracion sismica tiene Bucarest?

[Assistant] <tool_call>{"name": "get_seismic_params", "arguments": {"city": "Bucuresti"}}</tool_call>

[Tool] <tool_response>{"name": "get_seismic_params", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ get_seismic_params ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Dimensiona zapata cuadrada: N=919kN, qadm=400kPa, arena densa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 919, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 152, "H_cm": 50, "q_max_kPa": 397.8, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=152cm, H=50cm, q=397.8kPa ≤ qadm=400kPa. ✅ EC7


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verificare la forfecare pentru IPE-400 S235 cu V=210.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 210.9, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 687.9, "utilisation": 0.31, "passed": true}}</tool_response>

[Assistant] IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=210.9kN, u=31%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Classify section HEB-200 in S355 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-200", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Shear check for IPE-400 S275 with shear force V=758.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 758.8, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.94, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=758.8kN, u=94%. ✅ EC3 §6.2.6.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Dimensiona zapata cuadrada: N=1172kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1172, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 217, "H_cm": 60, "q_max_kPa": 248.9, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=217cm, H=60cm, q=248.9kPa ≤ qadm=250kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Design a square footing for 792kN load on arena media soil (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 792, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 178, "H_cm": 40, "q_max_kPa": 250.0, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=178cm, H=40cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Design a square footing for 1479kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1479, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 192, "H_cm": 40, "q_max_kPa": 401.2, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=192cm, H=40cm, q=401.2kPa ≤ qadm=400kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Que clase de seccion es IPE-400 en S235?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Flecha máxima de viga simplemente apoyada L=9.0m, w=12.4kN/m, I=12966cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.0, "w_kN_m": 12.4, "I_cm4": 12966}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 30.0, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=30.0mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Disena zapata para 500kN en arena densa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 500, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ calculate_footing ejecutado correctamente.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Dimensiona zapata cuadrada: N=272kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 272, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 104, "H_cm": 70, "q_max_kPa": 251.5, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=104cm, H=70cm, q=251.5kPa ≤ qadm=250kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Flecha de viga de 6m con carga 20kN/m e I=8356cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6, "w_kN_m": 20, "I_cm4": 8356}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ check_deflection ejecutado correctamente.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Design a square footing for 896kN load on arcilla blanda soil (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 896, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 244, "H_cm": 60, "q_max_kPa": 150.5, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=244cm, H=60cm, q=150.5kPa ≤ qadm=150kPa. ❌ Aumentar B.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verificare la forfecare pentru IPE-300 S275 cu V=158.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 158.8, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.31, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=158.8kN, u=31%. ✅ EC3 §6.2.6.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Disena una zapata para carga de 1383kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1383, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 118, "H_cm": 50, "q_max_kPa": 993.2, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=118cm, H=50cm, q=993.2kPa ≤ qadm=1000kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Verifica la flecha de una viga de 5.0m con carga 27.1kN/m e I=16859cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.0, "w_kN_m": 27.1, "I_cm4": 16859}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 16.7, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=16.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Deformación de viga de 8.5m con carga repartida 20.3kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.5, "w_kN_m": 20.3, "I_cm4": 20270}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.03, "limit_mm": 28.3, "passed": true}}</tool_response>

[Assistant] δ=0.03mm, límite=L/300=28.3mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Dimensiona zapata cuadrada: N=682kN, qadm=300kPa, arcilla dura

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 682, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 151, "H_cm": 50, "q_max_kPa": 299.1, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=151cm, H=50cm, q=299.1kPa ≤ qadm=300kPa. ✅ EC7


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Cortante en viga HEB-240 (S355): V=601.0kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 601.0, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1303.5, "utilisation": 0.46, "passed": true}}</tool_response>

[Assistant] HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=601.0kN, u=46%. ✅ EC3 §6.2.6.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Deformación de viga de 4.6m con carga repartida 14.8kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.6, "w_kN_m": 14.8, "I_cm4": 3042}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 15.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=15.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Check deflection for a 4.2m beam with UDL 17.0kN/m, I=10658cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.2, "w_kN_m": 17.0, "I_cm4": 10658}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 14.0, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=14.0mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Verifica a cortante el perfil IPE-300 en S235 con cortante V=435.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 435.8, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.99, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=435.8kN, u=99%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Disena una zapata para carga de 882kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 882, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 171, "H_cm": 70, "q_max_kPa": 301.6, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=171cm, H=70cm, q=301.6kPa ≤ qadm=300kPa. ❌ Aumentar B.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Deformación de viga de 6.4m con carga repartida 18.6kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.4, "w_kN_m": 18.6, "I_cm4": 11639}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 21.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=21.3mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Dimensiona zapata cuadrada: N=495kN, qadm=400kPa, arena densa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 495, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 111, "H_cm": 50, "q_max_kPa": 401.8, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=111cm, H=50cm, q=401.8kPa ≤ qadm=400kPa. ❌ Aumentar B.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Que aceleracion sismica tiene Bucarest?

[Assistant] <tool_call>{"name": "get_seismic_params", "arguments": {"city": "Bucuresti"}}</tool_call>

[Tool] <tool_response>{"name": "get_seismic_params", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ get_seismic_params ejecutado correctamente.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Classify section HEB-300 in S355 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-300", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 2, "flange_class": 2, "web_class": 1}}</tool_response>

[Assistant] HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Design a square footing for 1164kN load on arena media soil (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1164, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 216, "H_cm": 40, "q_max_kPa": 249.5, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=216cm, H=40cm, q=249.5kPa ≤ qadm=250kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Comprueba la resistencia a cortante de IPE-360 S275 con V=548.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 548.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 692.2, "utilisation": 0.79, "passed": true}}</tool_response>

[Assistant] IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=548.1kN, u=79%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Cimentación: N=998kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 998, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 158, "H_cm": 60, "q_max_kPa": 399.8, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=158cm, H=60cm, q=399.8kPa ≤ qadm=400kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Shear check for IPE-360 S235 with shear force V=296.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 296.3, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 591.6, "utilisation": 0.5, "passed": true}}</tool_response>

[Assistant] IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=296.3kN, u=50%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verifica a cortante el perfil HEB-200 en S355 con cortante V=375.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 375.7, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.39, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=375.7kN, u=39%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Design a square footing for 268kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 268, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 82, "H_cm": 70, "q_max_kPa": 398.6, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=82cm, H=70cm, q=398.6kPa ≤ qadm=400kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Disena una zapata para carga de 883kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 883, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 172, "H_cm": 50, "q_max_kPa": 298.5, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=172cm, H=50cm, q=298.5kPa ≤ qadm=300kPa. ✅ EC7


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Clasifica la seccion IPE-400 en S235 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Resiste un IPE-300 S275 con M=120kNm?

[Assistant] <tool_call>{"name": "verify_bending", "arguments": {"M_Ed_kNm": 120, "W_el_cm3": 557.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_bending", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Disena una zapata para carga de 1167kN sobre terreno de arena densa (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1167, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 171, "H_cm": 60, "q_max_kPa": 399.1, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=171cm, H=60cm, q=399.1kPa ≤ qadm=400kPa. ✅ EC7


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Deformación de viga de 8.7m con carga repartida 25.6kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.7, "w_kN_m": 25.6, "I_cm4": 19123}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.05, "limit_mm": 29.0, "passed": true}}</tool_response>

[Assistant] δ=0.05mm, límite=L/300=29.0mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verifica la flecha de una viga de 6.3m con carga 32.9kN/m e I=3521cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.3, "w_kN_m": 32.9, "I_cm4": 3521}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.09, "limit_mm": 21.0, "passed": true}}</tool_response>

[Assistant] δ=0.09mm, límite=L/300=21.0mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Resistencia de 4 pernos M20 8.8 con F=100kN

[Assistant] <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>

[Tool] <tool_response>{"name": "verify_bolted_connection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bolted_connection ejecutado correctamente.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Clasificación de sección: IPE-360 con acero S275

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S275: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Deformación de viga de 9.0m con carga repartida 30.5kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.0, "w_kN_m": 30.5, "I_cm4": 15717}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.08, "limit_mm": 30.0, "passed": true}}</tool_response>

[Assistant] δ=0.08mm, límite=L/300=30.0mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Dimensiona zapata cuadrada: N=537kN, qadm=300kPa, arcilla dura

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 537, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 134, "H_cm": 70, "q_max_kPa": 299.1, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=134cm, H=70cm, q=299.1kPa ≤ qadm=300kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Disena una zapata para carga de 294kN sobre terreno de arena densa (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 294, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 86, "H_cm": 60, "q_max_kPa": 397.5, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=86cm, H=60cm, q=397.5kPa ≤ qadm=400kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Check deflection for a 9.6m beam with UDL 13.5kN/m, I=4549cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.6, "w_kN_m": 13.5, "I_cm4": 4549}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.16, "limit_mm": 32.0, "passed": true}}</tool_response>

[Assistant] δ=0.16mm, límite=L/300=32.0mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Dimensiona zapata cuadrada: N=1174kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1174, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 217, "H_cm": 50, "q_max_kPa": 249.3, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=217cm, H=50cm, q=249.3kPa ≤ qadm=250kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Comprueba la resistencia a cortante de IPE-400 S275 con V=728.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 728.6, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.91, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=728.6kN, u=91%. ✅ EC3 §6.2.6.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Shear check for HEB-300 S235 with shear force V=514.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 514.3, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1213.0, "utilisation": 0.42, "passed": true}}</tool_response>

[Assistant] HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=514.3kN, u=42%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasifică secțiunea HEB-200 din S355 conform EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-200", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-200 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Resistencia de 4 pernos M20 8.8 con F=100kN

[Assistant] <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>

[Tool] <tool_response>{"name": "verify_bolted_connection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bolted_connection ejecutado correctamente.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Verifica a cortante el perfil HEB-200 en S355 con cortante V=416.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 416.3, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.43, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=416.3kN, u=43%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Classify section IPE-360 in S235 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-360", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-360 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Deformación de viga de 5.6m con carga repartida 19.8kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.6, "w_kN_m": 19.8, "I_cm4": 19799}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 18.7, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=18.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Classify section IPE-300 in S355 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-300", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-300 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Deformación de viga de 4.6m con carga repartida 15.1kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.6, "w_kN_m": 15.1, "I_cm4": 8225}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 15.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=15.3mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Flecha máxima de viga simplemente apoyada L=7.4m, w=12.5kN/m, I=11374cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.4, "w_kN_m": 12.5, "I_cm4": 11374}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 24.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=24.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Disena una zapata para carga de 870kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 870, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 241, "H_cm": 40, "q_max_kPa": 149.8, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=241cm, H=40cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Dimensiona zapata cuadrada: N=829kN, qadm=400kPa, arena densa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 829, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 144, "H_cm": 70, "q_max_kPa": 399.8, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=144cm, H=70cm, q=399.8kPa ≤ qadm=400kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verifica a cortante IPE-300 con V=200kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 200, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_shear ejecutado correctamente.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Comprueba la resistencia a cortante de IPE-400 S235 con V=347.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 347.6, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 687.9, "utilisation": 0.51, "passed": true}}</tool_response>

[Assistant] IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=347.6kN, u=51%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Deformación de viga de 4.8m con carga repartida 28.2kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.8, "w_kN_m": 28.2, "I_cm4": 20770}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 16.0, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=16.0mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Que clase de seccion es IPE-400 en S235?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-400 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Design a square footing for 575kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 575, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 120, "H_cm": 70, "q_max_kPa": 399.3, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=120cm, H=70cm, q=399.3kPa ≤ qadm=400kPa. ✅ EC7


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verifica la flecha de una viga de 4.9m con carga 27.6kN/m e I=6641cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.9, "w_kN_m": 27.6, "I_cm4": 6641}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 16.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=16.3mm. ✅ EC2 §7.4.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Check deflection for a 8.0m beam with UDL 26.6kN/m, I=10846cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.0, "w_kN_m": 26.6, "I_cm4": 10846}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.06, "limit_mm": 26.7, "passed": true}}</tool_response>

[Assistant] δ=0.06mm, límite=L/300=26.7mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Deformación de viga de 4.4m con carga repartida 11.1kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.4, "w_kN_m": 11.1, "I_cm4": 11529}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 14.7, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=14.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Deformación de viga de 8.3m con carga repartida 26.5kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.3, "w_kN_m": 26.5, "I_cm4": 19660}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 27.7, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=27.7mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Flecha máxima de viga simplemente apoyada L=7.5m, w=26.6kN/m, I=3424cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.5, "w_kN_m": 26.6, "I_cm4": 3424}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.15, "limit_mm": 25.0, "passed": true}}</tool_response>

[Assistant] δ=0.15mm, límite=L/300=25.0mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Que clase de seccion es HEB-240 en S235?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Flecha máxima de viga simplemente apoyada L=4.6m, w=26.4kN/m, I=21862cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.6, "w_kN_m": 26.4, "I_cm4": 21862}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 15.3, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=15.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Que clase de seccion es HEB-240 en S355?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-240", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] HEB-240 S355: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Cortante en viga HEB-300 (S355): V=1595.1kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 1595.1, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1832.3, "utilisation": 0.87, "passed": true}}</tool_response>

[Assistant] HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1595.1kN, u=87%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Resistencia de 4 pernos M20 8.8 con F=100kN

[Assistant] <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>

[Tool] <tool_response>{"name": "verify_bolted_connection", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ verify_bolted_connection ejecutado correctamente.


[System] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Clasificación de sección: HEB-300 con acero S355

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-300", "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 2, "flange_class": 2, "web_class": 1}}</tool_response>

[Assistant] HEB-300 S355: ala clase 2, alma clase 1. Sección clase 2. EC3 Tabla 5.2.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Check deflection for a 5.5m beam with UDL 19.6kN/m, I=9221cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.5, "w_kN_m": 19.6, "I_cm4": 9221}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 18.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=18.3mm. ✅ EC2 §7.4.


[System] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Verifica a cortante el perfil IPE-300 en S275 con cortante V=284.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 284.7, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.56, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=284.7kN, u=56%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Comprueba la resistencia a cortante de HEB-240 S275 con V=584.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 584.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.58, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=584.3kN, u=58%. ✅ EC3 §6.2.6.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Design a square footing for 1275kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1275, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 179, "H_cm": 70, "q_max_kPa": 397.9, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=179cm, H=70cm, q=397.9kPa ≤ qadm=400kPa. ✅ EC7


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasificación de sección: IPE-300 con acero S235

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-300", "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"section_class": 1, "flange_class": 1, "web_class": 1}}</tool_response>

[Assistant] IPE-300 S235: ala clase 1, alma clase 1. Sección clase 1. EC3 Tabla 5.2.


[System] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Verifica la flecha de una viga de 6.7m con carga 29.4kN/m e I=17957cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.7, "w_kN_m": 29.4, "I_cm4": 17957}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 22.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=22.3mm. ✅ EC2 §7.4.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Peso del IPE-300?

[Assistant] <tool_call>{"name": "lookup_section", "arguments": {"profile": "IPE-300"}}</tool_call>

[Tool] <tool_response>{"name": "lookup_section", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ lookup_section ejecutado correctamente.


[System] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Clasifica IPE-300 en S275 segun EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-300", "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "classify_section", "content": {"result": "ok"}}</tool_response>

[Assistant] ✅ classify_section ejecutado correctamente.