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

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

[User] Que clase de seccion es IPE-360 en 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] Que clase de seccion es HEB-300 en S235?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-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] HEB-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] Comprueba la resistencia a cortante de IPE-360 S235 con V=323.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 323.4, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 591.6, "utilisation": 0.55, "passed": true}}</tool_response>

[Assistant] IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=323.4kN, u=55%. ✅ EC3 §6.2.6.


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

[User] Cimentación: N=743kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 743, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 136, "H_cm": 60, "q_max_kPa": 401.7, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=136cm, H=60cm, q=401.7kPa ≤ qadm=400kPa. ❌ Aumentar B.


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

[User] Verificare la forfecare pentru HEB-240 S355 cu V=408.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 408.9, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1303.5, "utilisation": 0.31, "passed": true}}</tool_response>

[Assistant] HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=408.9kN, u=31%. ✅ EC3 §6.2.6.


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

[User] Cimentación: N=993kN, terreno arcilla dura con capacidad 300kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 993, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 182, "H_cm": 50, "q_max_kPa": 299.8, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=182cm, H=50cm, q=299.8kPa ≤ qadm=300kPa. ✅ EC7


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

[User] Verificare la forfecare pentru HEB-240 S355 cu V=800.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 800.7, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1303.5, "utilisation": 0.61, "passed": true}}</tool_response>

[Assistant] HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=800.7kN, u=61%. ✅ EC3 §6.2.6.


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

[User] Dimensiona zapata cuadrada: N=253kN, qadm=1000kPa, roca

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 253, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 60, "H_cm": 60, "q_max_kPa": 702.8, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=60cm, H=60cm, q=702.8kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Shear check for HEB-300 S235 with shear force V=712.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 712.7, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1213.0, "utilisation": 0.59, "passed": true}}</tool_response>

[Assistant] HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=712.7kN, u=59%. ✅ EC3 §6.2.6.


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

[User] Shear check for HEB-300 S355 with shear force V=1414.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 1414.7, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1832.3, "utilisation": 0.77, "passed": true}}</tool_response>

[Assistant] HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1414.7kN, u=77%. ✅ EC3 §6.2.6.


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

[User] Comprueba la resistencia a cortante de HEB-200 S355 con V=563.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 563.0, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.59, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=563.0kN, u=59%. ✅ EC3 §6.2.6.


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

[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] Cimentación: N=651kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 651, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 128, "H_cm": 70, "q_max_kPa": 397.3, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=128cm, H=70cm, q=397.3kPa ≤ 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] 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] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Clasifică secțiunea HEB-200 din S235 conform EC3

[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, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Deformación de viga de 5.4m con carga repartida 15.5kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.4, "w_kN_m": 15.5, "I_cm4": 19250}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 18.0, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=18.0mm. ✅ EC2 §7.4.


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

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

[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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Disena una zapata para carga de 797kN sobre terreno de arena media (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 797, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 179, "H_cm": 40, "q_max_kPa": 248.7, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=179cm, H=40cm, q=248.7kPa ≤ qadm=250kPa. ✅ EC7


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

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

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

[User] Clasificación de sección: IPE-400 con acero S275

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "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-400 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] 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=7.8m, w=15.9kN/m, I=18425cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.8, "w_kN_m": 15.9, "I_cm4": 18425}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 26.0, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=26.0mm. ✅ 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 9.7m con carga 33.2kN/m e I=11426cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.7, "w_kN_m": 33.2, "I_cm4": 11426}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.16, "limit_mm": 32.3, "passed": true}}</tool_response>

[Assistant] δ=0.16mm, límite=L/300=32.3mm. ✅ EC2 §7.4.


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

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

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

[User] Disena una zapata para carga de 1196kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1196, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 282, "H_cm": 50, "q_max_kPa": 150.4, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=282cm, H=50cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Que clase de seccion es HEB-200 en S275?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-200", "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-200 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] Que clase de seccion es IPE-300 en S275?

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

[User] Shear check for HEB-240 S235 with shear force V=819.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 819.2, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.95, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=819.2kN, u=95%. ✅ EC3 §6.2.6.


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

[User] Check deflection for a 9.5m beam with UDL 22.8kN/m, I=20699cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.5, "w_kN_m": 22.8, "I_cm4": 20699}}</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, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Cortante en viga HEB-240 (S275): V=595.7kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 595.7, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.59, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=595.7kN, u=59%. ✅ EC3 §6.2.6.


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

[User] Verificare la forfecare pentru HEB-240 S235 cu V=698.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 698.1, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.81, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=698.1kN, u=81%. ✅ EC3 §6.2.6.


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

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

[User] Clasificación de sección: HEB-200 con acero 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] Cimentación: N=587kN, terreno arcilla blanda con capacidad 150kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 587, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 198, "H_cm": 50, "q_max_kPa": 149.7, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=198cm, H=50cm, q=149.7kPa ≤ qadm=150kPa. ✅ EC7


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

[User] Clasificación de sección: HEB-200 con acero 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] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Classify section HEB-300 in S275 per EC3 Table 5.2

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

[User] Que clase de seccion es HEB-300 en 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] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Verificare la forfecare pentru HEB-300 S275 cu V=1294.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 1294.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1419.4, "utilisation": 0.91, "passed": true}}</tool_response>

[Assistant] HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1294.3kN, u=91%. ✅ EC3 §6.2.6.


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

[User] Verificare la forfecare pentru HEB-240 S235 cu V=512.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 512.1, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.59, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=512.1kN, u=59%. ✅ EC3 §6.2.6.


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

[User] Flecha máxima de viga simplemente apoyada L=5.9m, w=12.6kN/m, I=18493cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.9, "w_kN_m": 12.6, "I_cm4": 18493}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 19.7, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=19.7mm. ✅ 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 312kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 312, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 60, "H_cm": 60, "q_max_kPa": 866.7, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=60cm, H=60cm, q=866.7kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Comprueba la resistencia a cortante de HEB-200 S235 con V=274.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 274.4, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 636.3, "utilisation": 0.43, "passed": true}}</tool_response>

[Assistant] HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=274.4kN, u=43%. ✅ EC3 §6.2.6.


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

[User] Cimentación: N=423kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 423, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 65, "H_cm": 40, "q_max_kPa": 1001.2, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=65cm, H=40cm, q=1001.2kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Classify section HEB-240 in S355 per EC3 Table 5.2

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

[User] Classify section IPE-300 in S275 per EC3 Table 5.2

[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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[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] Verificare la forfecare pentru HEB-200 S275 cu V=416.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 416.8, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 744.6, "utilisation": 0.56, "passed": true}}</tool_response>

[Assistant] HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=416.8kN, u=56%. ✅ EC3 §6.2.6.


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

[User] Deformación de viga de 9.8m con carga repartida 16.8kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.8, "w_kN_m": 16.8, "I_cm4": 14639}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.07, "limit_mm": 32.7, "passed": true}}</tool_response>

[Assistant] δ=0.07mm, límite=L/300=32.7mm. ✅ EC2 §7.4.


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

[User] Flecha máxima de viga simplemente apoyada L=4.2m, w=18.9kN/m, I=6535cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.2, "w_kN_m": 18.9, "I_cm4": 6535}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 14.0, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=14.0mm. ✅ EC2 §7.4.


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

[User] Dimensiona zapata cuadrada: N=1409kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1409, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 306, "H_cm": 50, "q_max_kPa": 150.5, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=306cm, H=50cm, q=150.5kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Design a square footing for 867kN load on arena media soil (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 867, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 186, "H_cm": 40, "q_max_kPa": 250.6, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=186cm, H=40cm, q=250.6kPa ≤ qadm=250kPa. ❌ Aumentar B.


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

[User] Comprueba la resistencia a cortante de HEB-200 S275 con V=436.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 436.2, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 744.6, "utilisation": 0.59, "passed": true}}</tool_response>

[Assistant] HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=436.2kN, u=59%. ✅ EC3 §6.2.6.


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

[User] Check deflection for a 7.8m beam with UDL 11.0kN/m, I=20752cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.8, "w_kN_m": 11.0, "I_cm4": 20752}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 26.0, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=26.0mm. ✅ EC2 §7.4.


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

[User] Comprueba la resistencia a cortante de HEB-200 S275 con V=570.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 570.0, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 744.6, "utilisation": 0.77, "passed": true}}</tool_response>

[Assistant] HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=570.0kN, u=77%. ✅ EC3 §6.2.6.


[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=946kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 946, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 251, "H_cm": 50, "q_max_kPa": 150.2, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=251cm, H=50cm, q=150.2kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Comprueba la resistencia a cortante de HEB-240 S355 con V=568.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 568.0, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1303.5, "utilisation": 0.44, "passed": true}}</tool_response>

[Assistant] HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=568.0kN, u=44%. ✅ EC3 §6.2.6.


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

[User] Shear check for IPE-360 S235 with shear force V=198.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 198.4, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 591.6, "utilisation": 0.34, "passed": true}}</tool_response>

[Assistant] IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=198.4kN, u=34%. ✅ EC3 §6.2.6.


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

[User] Clasifică secțiunea IPE-400 din S235 conform 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] Disena una zapata para carga de 703kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 703, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 84, "H_cm": 70, "q_max_kPa": 996.3, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=84cm, H=70cm, q=996.3kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Deformación de viga de 5.9m con carga repartida 26.3kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.9, "w_kN_m": 26.3, "I_cm4": 10764}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 19.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=19.7mm. ✅ EC2 §7.4.


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

[User] Verifica la flecha de una viga de 4.1m con carga 27.9kN/m e I=3241cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.1, "w_kN_m": 27.9, "I_cm4": 3241}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 13.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=13.7mm. ✅ EC2 §7.4.


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

[User] Design a square footing for 661kN load on arcilla dura soil (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 661, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 148, "H_cm": 60, "q_max_kPa": 301.8, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=148cm, H=60cm, q=301.8kPa ≤ qadm=300kPa. ❌ Aumentar B.


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

[User] Cimentación: N=595kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 595, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 154, "H_cm": 40, "q_max_kPa": 250.9, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=154cm, H=40cm, q=250.9kPa ≤ qadm=250kPa. ❌ Aumentar B.


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

[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] Check deflection for a 8.7m beam with UDL 24.5kN/m, I=24516cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.7, "w_kN_m": 24.5, "I_cm4": 24516}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 29.0, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=29.0mm. ✅ EC2 §7.4.


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

[User] Disena una zapata para carga de 1473kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1473, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 121, "H_cm": 40, "q_max_kPa": 1006.1, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=121cm, H=40cm, q=1006.1kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[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] Cimentación: N=818kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 818, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 90, "H_cm": 60, "q_max_kPa": 1009.9, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=90cm, H=60cm, q=1009.9kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Clasificación de sección: HEB-200 con acero 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] Shear check for IPE-360 S275 with shear force V=529.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 529.8, "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=529.8kN, u=77%. ✅ EC3 §6.2.6.


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

[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] Verificare la forfecare pentru IPE-360 S355 cu V=565.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 565.4, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 893.6, "utilisation": 0.63, "passed": true}}</tool_response>

[Assistant] IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=565.4kN, u=63%. ✅ EC3 §6.2.6.


[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] Flecha máxima de viga simplemente apoyada L=9.1m, w=11.8kN/m, I=7308cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.1, "w_kN_m": 11.8, "I_cm4": 7308}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.07, "limit_mm": 30.3, "passed": true}}</tool_response>

[Assistant] δ=0.07mm, límite=L/300=30.3mm. ✅ EC2 §7.4.


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

[User] Deformación de viga de 5.6m con carga repartida 26.4kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.6, "w_kN_m": 26.4, "I_cm4": 20744}}</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 máxima de viga simplemente apoyada L=7.0m, w=24.0kN/m, I=18487cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.0, "w_kN_m": 24.0, "I_cm4": 18487}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 23.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=23.3mm. ✅ EC2 §7.4.


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

[User] Deformación de viga de 5.3m con carga repartida 25.7kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.3, "w_kN_m": 25.7, "I_cm4": 8985}}</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] 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] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Disena una zapata para carga de 672kN sobre terreno de arena densa (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 672, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 130, "H_cm": 60, "q_max_kPa": 397.6, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=130cm, H=60cm, q=397.6kPa ≤ qadm=400kPa. ✅ EC7


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

[User] Cimentación: N=1137kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1137, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 169, "H_cm": 40, "q_max_kPa": 398.1, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=169cm, H=40cm, q=398.1kPa ≤ qadm=400kPa. ✅ EC7


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

[User] Clasifică secțiunea IPE-300 din S275 conform 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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Shear check for IPE-400 S355 with shear force V=743.5kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 743.5, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 1039.1, "utilisation": 0.72, "passed": true}}</tool_response>

[Assistant] IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=743.5kN, u=72%. ✅ EC3 §6.2.6.


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

[User] Shear check for IPE-300 S275 with shear force V=249.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 249.0, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.49, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=249.0kN, u=49%. ✅ EC3 §6.2.6.


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

[User] Verifica la flecha de una viga de 9.3m con carga 14.0kN/m e I=4457cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.3, "w_kN_m": 14.0, "I_cm4": 4457}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.15, "limit_mm": 31.0, "passed": true}}</tool_response>

[Assistant] δ=0.15mm, límite=L/300=31.0mm. ✅ EC2 §7.4.


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

[User] Deformación de viga de 5.5m con carga repartida 14.9kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.5, "w_kN_m": 14.9, "I_cm4": 5956}}</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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Cortante en viga HEB-300 (S275): V=763.9kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 763.9, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1419.4, "utilisation": 0.54, "passed": true}}</tool_response>

[Assistant] HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=763.9kN, u=54%. ✅ EC3 §6.2.6.


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

[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] Clasifică secțiunea IPE-400 din S355 conform EC3

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "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-400 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] 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] 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] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[User] Verifica la flecha de una viga de 5.5m con carga 12.7kN/m e I=2041cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.5, "w_kN_m": 12.7, "I_cm4": 2041}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 18.3, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=18.3mm. ✅ EC2 §7.4.


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

[User] Clasifică secțiunea IPE-400 din S235 conform 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] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Cimentación: N=311kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 311, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 112, "H_cm": 60, "q_max_kPa": 247.9, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=112cm, H=60cm, q=247.9kPa ≤ qadm=250kPa. ✅ EC7


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

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

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

[User] Classify section IPE-400 in S275 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "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-400 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] 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] 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] Cimentación: N=793kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 793, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 89, "H_cm": 50, "q_max_kPa": 1001.1, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=89cm, H=50cm, q=1001.1kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Deformación de viga de 8.1m con carga repartida 18.0kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.1, "w_kN_m": 18.0, "I_cm4": 5715}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.08, "limit_mm": 27.0, "passed": true}}</tool_response>

[Assistant] δ=0.08mm, límite=L/300=27.0mm. ✅ EC2 §7.4.


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

[User] Deformación de viga de 5.5m con carga repartida 15.5kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.5, "w_kN_m": 15.5, "I_cm4": 22998}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 18.3, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=18.3mm. ✅ EC2 §7.4.


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

[User] Check deflection for a 5.4m beam with UDL 13.8kN/m, I=18173cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.4, "w_kN_m": 13.8, "I_cm4": 18173}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 18.0, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=18.0mm. ✅ EC2 §7.4.


[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 13.0kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.7, "w_kN_m": 13.0, "I_cm4": 4571}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.1, "limit_mm": 29.0, "passed": true}}</tool_response>

[Assistant] δ=0.1mm, límite=L/300=29.0mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=689kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 689, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 131, "H_cm": 40, "q_max_kPa": 401.5, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=131cm, H=40cm, q=401.5kPa ≤ qadm=400kPa. ❌ Aumentar B.


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

[User] Deformación de viga de 9.8m con carga repartida 17.1kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.8, "w_kN_m": 17.1, "I_cm4": 6097}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.16, "limit_mm": 32.7, "passed": true}}</tool_response>

[Assistant] δ=0.16mm, límite=L/300=32.7mm. ✅ EC2 §7.4.


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

[User] Deformación de viga de 5.3m con carga repartida 24.4kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.3, "w_kN_m": 24.4, "I_cm4": 3774}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.03, "limit_mm": 17.7, "passed": true}}</tool_response>

[Assistant] δ=0.03mm, límite=L/300=17.7mm. ✅ EC2 §7.4.


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

[User] Que clase de seccion es IPE-360 en 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, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Cimentación: N=1266kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1266, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 178, "H_cm": 70, "q_max_kPa": 399.6, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=178cm, H=70cm, q=399.6kPa ≤ qadm=400kPa. ✅ EC7


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

[User] Comprueba la resistencia a cortante de IPE-300 S235 con V=400.5kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 400.5, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.91, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=400.5kN, u=91%. ✅ EC3 §6.2.6.


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

[User] Comprueba la resistencia a cortante de IPE-400 S275 con V=359.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 359.6, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.45, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=359.6kN, u=45%. ✅ EC3 §6.2.6.


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

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

[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-300 S355 con V=616.5kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 616.5, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1832.3, "utilisation": 0.34, "passed": true}}</tool_response>

[Assistant] HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=616.5kN, u=34%. ✅ EC3 §6.2.6.


[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] Comprueba la resistencia a cortante de HEB-240 S235 con V=400.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 400.7, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.46, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=400.7kN, u=46%. ✅ EC3 §6.2.6.


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

[User] Check deflection for a 6.7m beam with UDL 25.4kN/m, I=12016cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.7, "w_kN_m": 25.4, "I_cm4": 12016}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.03, "limit_mm": 22.3, "passed": true}}</tool_response>

[Assistant] δ=0.03mm, límite=L/300=22.3mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=832kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 832, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 91, "H_cm": 50, "q_max_kPa": 1004.7, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=91cm, H=50cm, q=1004.7kPa ≤ qadm=1000kPa. ❌ Aumentar B.


[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] 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] Que clase de seccion es HEB-200 en S275?

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-200", "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-200 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] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

[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] Cortante en viga IPE-300 (S235): V=230.3kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 230.3, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.53, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=230.3kN, u=53%. ✅ EC3 §6.2.6.


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

[User] Dimensiona zapata cuadrada: N=629kN, qadm=300kPa, arcilla dura

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 629, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 145, "H_cm": 50, "q_max_kPa": 299.2, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=145cm, H=50cm, q=299.2kPa ≤ qadm=300kPa. ✅ EC7


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

[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] Clasificación de sección: IPE-400 con acero S275

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "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-400 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] Dimensiona zapata cuadrada: N=231kN, qadm=1000kPa, roca

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 231, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 60, "H_cm": 40, "q_max_kPa": 641.7, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=60cm, H=40cm, q=641.7kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Shear check for IPE-300 S235 with shear force V=388.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 388.1, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.89, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=388.1kN, u=89%. ✅ EC3 §6.2.6.


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

[User] Deformación de viga de 7.0m con carga repartida 15.5kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.0, "w_kN_m": 15.5, "I_cm4": 3655}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.06, "limit_mm": 23.3, "passed": true}}</tool_response>

[Assistant] δ=0.06mm, límite=L/300=23.3mm. ✅ 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 360kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 360, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 155, "H_cm": 40, "q_max_kPa": 149.8, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=155cm, H=40cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7


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

[User] Cimentación: N=1299kN, terreno arcilla dura con capacidad 300kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1299, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 208, "H_cm": 70, "q_max_kPa": 300.2, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=208cm, H=70cm, q=300.2kPa ≤ qadm=300kPa. ❌ Aumentar B.


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

[User] Classify section IPE-400 in S275 per EC3 Table 5.2

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "IPE-400", "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-400 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] 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] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Comprueba la resistencia a cortante de HEB-300 S235 con V=830.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 830.9, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1213.0, "utilisation": 0.68, "passed": true}}</tool_response>

[Assistant] HEB-300 S235: Av=89.4cm², Vpl,Rd=1213.0kN, V=830.9kN, u=68%. ✅ 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=668.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 668.2, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.7, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=668.2kN, u=70%. ✅ EC3 §6.2.6.


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

[User] Clasifica la seccion HEB-240 en S275 segun EC3

[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, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Comprueba la resistencia a cortante de HEB-200 S355 con V=338.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 338.0, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.35, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=338.0kN, u=35%. ✅ EC3 §6.2.6.


[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 9.0m con carga 24.0kN/m e I=22083cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.0, "w_kN_m": 24.0, "I_cm4": 22083}}</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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Comprueba la resistencia a cortante de HEB-240 S275 con V=678.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 678.2, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.67, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=678.2kN, u=67%. ✅ EC3 §6.2.6.


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

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

[User] Shear check for IPE-300 S235 with shear force V=393.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 393.1, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.9, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=393.1kN, u=90%. ✅ EC3 §6.2.6.


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

[User] Deformación de viga de 9.0m con carga repartida 13.4kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.0, "w_kN_m": 13.4, "I_cm4": 12864}}</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] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[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] 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.


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

[User] Comprueba la resistencia a cortante de HEB-200 S275 con V=577.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 577.9, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 744.6, "utilisation": 0.78, "passed": true}}</tool_response>

[Assistant] HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=577.9kN, u=78%. ✅ EC3 §6.2.6.


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

[User] Disena una zapata para carga de 742kN sobre terreno de arena media (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 742, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 172, "H_cm": 70, "q_max_kPa": 250.8, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=172cm, H=70cm, q=250.8kPa ≤ qadm=250kPa. ❌ Aumentar B.


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

[User] Cimentación: N=1463kN, terreno arcilla dura con capacidad 300kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1463, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 221, "H_cm": 60, "q_max_kPa": 299.5, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=221cm, H=60cm, q=299.5kPa ≤ qadm=300kPa. ✅ EC7


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

[User] Dimensiona zapata cuadrada: N=1429kN, qadm=300kPa, arcilla dura

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1429, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 218, "H_cm": 70, "q_max_kPa": 300.7, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=218cm, H=70cm, q=300.7kPa ≤ qadm=300kPa. ❌ Aumentar B.


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

[User] Check deflection for a 6.1m beam with UDL 34.7kN/m, I=16993cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.1, "w_kN_m": 34.7, "I_cm4": 16993}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 20.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=20.3mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=497kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 497, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 70, "H_cm": 50, "q_max_kPa": 1014.3, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=70cm, H=50cm, q=1014.3kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Deformación de viga de 6.7m con carga repartida 32.8kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.7, "w_kN_m": 32.8, "I_cm4": 15342}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.03, "limit_mm": 22.3, "passed": true}}</tool_response>

[Assistant] δ=0.03mm, límite=L/300=22.3mm. ✅ EC2 §7.4.


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

[User] Flecha máxima de viga simplemente apoyada L=5.1m, w=20.6kN/m, I=15732cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.1, "w_kN_m": 20.6, "I_cm4": 15732}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 17.0, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=17.0mm. ✅ EC2 §7.4.


[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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Design a square footing for 937kN load on arcilla blanda soil (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 937, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 250, "H_cm": 50, "q_max_kPa": 149.9, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=250cm, H=50cm, q=149.9kPa ≤ qadm=150kPa. ✅ EC7


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

[User] Shear check for IPE-300 S275 with shear force V=421.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 421.2, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.82, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=421.2kN, u=82%. ✅ EC3 §6.2.6.


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

[User] Verificare la forfecare pentru IPE-360 S355 cu V=644.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 644.7, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 893.6, "utilisation": 0.72, "passed": true}}</tool_response>

[Assistant] IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=644.7kN, u=72%. ✅ EC3 §6.2.6.


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

[User] Check deflection for a 5.6m beam with UDL 15.9kN/m, I=23908cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.6, "w_kN_m": 15.9, "I_cm4": 23908}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 18.7, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=18.7mm. ✅ 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 1234kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1234, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 111, "H_cm": 40, "q_max_kPa": 1001.5, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=111cm, H=40cm, q=1001.5kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Comprueba la resistencia a cortante de IPE-400 S275 con V=599.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 599.7, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.74, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=599.7kN, u=74%. ✅ EC3 §6.2.6.


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

[User] Deformación de viga de 6.9m con carga repartida 28.6kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.9, "w_kN_m": 28.6, "I_cm4": 19961}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 23.0, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=23.0mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=344kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 344, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 60, "H_cm": 60, "q_max_kPa": 955.6, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=60cm, H=60cm, q=955.6kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Classify section HEB-240 in S355 per EC3 Table 5.2

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

[User] Dimensiona zapata cuadrada: N=617kN, qadm=300kPa, arcilla dura

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 617, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 143, "H_cm": 50, "q_max_kPa": 301.7, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=143cm, H=50cm, q=301.7kPa ≤ qadm=300kPa. ❌ Aumentar B.


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

[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] Verifica a cortante el perfil HEB-240 en S275 con cortante V=820.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 820.6, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.81, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=820.6kN, u=81%. ✅ EC3 §6.2.6.


[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=843.5kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 843.5, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.88, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=843.5kN, u=88%. ✅ EC3 §6.2.6.


[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, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Cimentación: N=566kN, terreno arcilla blanda con capacidad 150kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 566, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 194, "H_cm": 50, "q_max_kPa": 150.4, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=194cm, H=50cm, q=150.4kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Disena una zapata para carga de 1298kN sobre terreno de arena media (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1298, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 228, "H_cm": 50, "q_max_kPa": 249.7, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=228cm, H=50cm, q=249.7kPa ≤ qadm=250kPa. ✅ EC7


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

[User] Check deflection for a 5.0m beam with UDL 31.4kN/m, I=6097cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.0, "w_kN_m": 31.4, "I_cm4": 6097}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 16.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=16.7mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=687kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 687, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 166, "H_cm": 70, "q_max_kPa": 249.3, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=166cm, H=70cm, q=249.3kPa ≤ qadm=250kPa. ✅ EC7


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

[User] Clasificación de sección: HEB-300 con acero S235

[Assistant] <tool_call>{"name": "classify_section", "arguments": {"profile": "HEB-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] HEB-300 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] Design a square footing for 911kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 911, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 151, "H_cm": 60, "q_max_kPa": 399.5, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=151cm, H=60cm, q=399.5kPa ≤ qadm=400kPa. ✅ EC7


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

[User] Deformación de viga de 6.1m con carga repartida 27.8kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.1, "w_kN_m": 27.8, "I_cm4": 24489}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 20.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=20.3mm. ✅ EC2 §7.4.


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

[User] Verificare la forfecare pentru IPE-360 S275 cu V=517.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 517.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 692.2, "utilisation": 0.75, "passed": true}}</tool_response>

[Assistant] IPE-360 S275: Av=43.6cm², Vpl,Rd=692.2kN, V=517.3kN, u=75%. ✅ EC3 §6.2.6.


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

[User] Flecha máxima de viga simplemente apoyada L=9.4m, w=31.3kN/m, I=17040cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.4, "w_kN_m": 31.3, "I_cm4": 17040}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.09, "limit_mm": 31.3, "passed": true}}</tool_response>

[Assistant] δ=0.09mm, límite=L/300=31.3mm. ✅ EC2 §7.4.


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

[User] Comprueba la resistencia a cortante de HEB-300 S355 con V=901.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 901.7, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1832.3, "utilisation": 0.49, "passed": true}}</tool_response>

[Assistant] HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=901.7kN, u=49%. ✅ EC3 §6.2.6.


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

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

[User] Cortante en viga IPE-400 (S355): V=370.8kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 370.8, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 1039.1, "utilisation": 0.36, "passed": true}}</tool_response>

[Assistant] IPE-400 S355: Av=50.7cm², Vpl,Rd=1039.1kN, V=370.8kN, u=36%. ✅ EC3 §6.2.6.


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

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

[User] Design a square footing for 1020kN load on arena media soil (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1020, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 202, "H_cm": 60, "q_max_kPa": 250.0, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=202cm, H=60cm, q=250.0kPa ≤ qadm=250kPa. ✅ EC7


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

[User] Shear check for IPE-300 S355 with shear force V=584.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 584.2, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 662.0, "utilisation": 0.88, "passed": true}}</tool_response>

[Assistant] IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=584.2kN, u=88%. ✅ EC3 §6.2.6.


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

[User] Shear check for HEB-300 S275 with shear force V=641.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 641.7, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1419.4, "utilisation": 0.45, "passed": true}}</tool_response>

[Assistant] HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=641.7kN, u=45%. ✅ EC3 §6.2.6.


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

[User] Verificare la forfecare pentru HEB-240 S275 cu V=676.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 676.9, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.67, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=676.9kN, u=67%. ✅ EC3 §6.2.6.


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

[User] Disena una zapata para carga de 795kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 795, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 230, "H_cm": 50, "q_max_kPa": 150.3, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=230cm, H=50cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Verifica la flecha de una viga de 7.3m con carga 25.6kN/m e I=6631cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.3, "w_kN_m": 25.6, "I_cm4": 6631}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.07, "limit_mm": 24.3, "passed": true}}</tool_response>

[Assistant] δ=0.07mm, límite=L/300=24.3mm. ✅ EC2 §7.4.


[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.