[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] Verificare la forfecare pentru HEB-200 S355 cu V=791.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 791.4, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.82, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=791.4kN, u=82%. ✅ EC3 §6.2.6.


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

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

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

[User] Dimensiona zapata cuadrada: N=287kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 287, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 138, "H_cm": 40, "q_max_kPa": 150.7, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=138cm, H=40cm, q=150.7kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Flecha máxima de viga simplemente apoyada L=5.6m, w=21.6kN/m, I=9413cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.6, "w_kN_m": 21.6, "I_cm4": 9413}}</tool_call>

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

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


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

[User] Clasifica IPE-300 en S275 segun EC3

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

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

[Assistant] ✅ classify_section ejecutado correctamente.


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

[User] Flecha máxima de viga simplemente apoyada L=8.5m, w=10.5kN/m, I=24423cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.5, "w_kN_m": 10.5, "I_cm4": 24423}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 28.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=28.3mm. ✅ EC2 §7.4.


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

[User] Que clase de seccion es IPE-300 en S355?

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

[User] Comprueba la resistencia a cortante de HEB-300 S275 con V=1155.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 1155.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1419.4, "utilisation": 0.81, "passed": true}}</tool_response>

[Assistant] HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=1155.3kN, u=81%. ✅ EC3 §6.2.6.


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

[User] Disena una zapata para carga de 714kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 714, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 154, "H_cm": 70, "q_max_kPa": 301.1, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=154cm, H=70cm, q=301.1kPa ≤ qadm=300kPa. ❌ Aumentar B.


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

[User] Comprueba la resistencia a cortante de IPE-400 S235 con V=623.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 623.3, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 687.9, "utilisation": 0.91, "passed": true}}</tool_response>

[Assistant] IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=623.3kN, u=91%. ✅ EC3 §6.2.6.


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

[User] Verificare la forfecare pentru HEB-300 S355 cu V=1643.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 1643.6, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1832.3, "utilisation": 0.9, "passed": true}}</tool_response>

[Assistant] HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=1643.6kN, u=90%. ✅ 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] Comprueba la resistencia a cortante de IPE-300 S275 con V=488.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 488.0, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.95, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=488.0kN, u=95%. ✅ EC3 §6.2.6.


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

[User] Verifica la flecha de una viga de 5.2m con carga 30.7kN/m e I=16261cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.2, "w_kN_m": 30.7, "I_cm4": 16261}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 17.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=17.3mm. ✅ EC2 §7.4.


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

[User] Cortante en viga HEB-200 (S235): V=342.4kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 342.4, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 636.3, "utilisation": 0.54, "passed": true}}</tool_response>

[Assistant] HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=342.4kN, u=54%. ✅ 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=492.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 492.2, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.51, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=492.2kN, u=51%. ✅ EC3 §6.2.6.


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

[User] Shear check for HEB-200 S275 with shear force V=686.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 686.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 744.6, "utilisation": 0.92, "passed": true}}</tool_response>

[Assistant] HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=686.3kN, u=92%. ✅ EC3 §6.2.6.


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

[User] Flecha máxima de viga simplemente apoyada L=5.1m, w=14.7kN/m, I=13392cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.1, "w_kN_m": 14.7, "I_cm4": 13392}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 17.0, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=17.0mm. ✅ EC2 §7.4.


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

[User] Check deflection for a 6.7m beam with UDL 24.7kN/m, I=18521cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.7, "w_kN_m": 24.7, "I_cm4": 18521}}</tool_call>

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

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


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

[User] 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] 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] Classify section IPE-300 in S235 per EC3 Table 5.2

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

[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] Verifica la flecha de una viga de 8.9m con carga 22.9kN/m e I=7209cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.9, "w_kN_m": 22.9, "I_cm4": 7209}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.12, "limit_mm": 29.7, "passed": true}}</tool_response>

[Assistant] δ=0.12mm, límite=L/300=29.7mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=1484kN, terreno arcilla dura con capacidad 300kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1484, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 222, "H_cm": 60, "q_max_kPa": 301.1, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=222cm, H=60cm, q=301.1kPa ≤ qadm=300kPa. ❌ Aumentar B.


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

[User] Design a square footing for 427kN load on arena media soil (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 427, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 131, "H_cm": 60, "q_max_kPa": 248.8, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=131cm, H=60cm, q=248.8kPa ≤ qadm=250kPa. ✅ EC7


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

[User] Check deflection for a 6.5m beam with UDL 31.8kN/m, I=6940cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.5, "w_kN_m": 31.8, "I_cm4": 6940}}</tool_call>

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

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


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

[User] Check deflection for a 5.8m beam with UDL 32.1kN/m, I=14665cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.8, "w_kN_m": 32.1, "I_cm4": 14665}}</tool_call>

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

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


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

[User] Flecha máxima de viga simplemente apoyada L=5.7m, w=19.9kN/m, I=6331cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.7, "w_kN_m": 19.9, "I_cm4": 6331}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 19.0, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=19.0mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=1160kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1160, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 215, "H_cm": 60, "q_max_kPa": 250.9, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=215cm, H=60cm, q=250.9kPa ≤ qadm=250kPa. ❌ Aumentar B.


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

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

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

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

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


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

[User] Shear check for HEB-200 S275 with shear force V=399.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 399.8, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 744.6, "utilisation": 0.54, "passed": true}}</tool_response>

[Assistant] HEB-200 S275: Av=46.9cm², Vpl,Rd=744.6kN, V=399.8kN, u=54%. ✅ EC3 §6.2.6.


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

[User] Disena una zapata para carga de 1353kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1353, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 116, "H_cm": 50, "q_max_kPa": 1005.5, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=116cm, H=50cm, q=1005.5kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Flecha máxima de viga simplemente apoyada L=4.0m, w=30.4kN/m, I=6466cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.0, "w_kN_m": 30.4, "I_cm4": 6466}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 13.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=13.3mm. ✅ EC2 §7.4.


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

[User] Disena una zapata para carga de 433kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 433, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 170, "H_cm": 60, "q_max_kPa": 149.8, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=170cm, H=60cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7


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

[User] Verifica a cortante el perfil IPE-300 en S275 con cortante V=239.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 239.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.47, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=239.1kN, u=47%. ✅ EC3 §6.2.6.


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

[User] Verifica a cortante el perfil IPE-300 en S355 con cortante V=423.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 423.8, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 662.0, "utilisation": 0.64, "passed": true}}</tool_response>

[Assistant] IPE-300 S355: Av=32.3cm², Vpl,Rd=662.0kN, V=423.8kN, u=64%. ✅ EC3 §6.2.6.


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

[User] Flecha máxima de viga simplemente apoyada L=7.3m, w=28.2kN/m, I=20321cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.3, "w_kN_m": 28.2, "I_cm4": 20321}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 24.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=24.3mm. ✅ EC2 §7.4.


[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] 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] Deformación de viga de 5.2m con carga repartida 30.0kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.2, "w_kN_m": 30.0, "I_cm4": 6900}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 17.3, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=17.3mm. ✅ EC2 §7.4.


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

[User] Check deflection for a 6.9m beam with UDL 15.0kN/m, I=14953cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.9, "w_kN_m": 15.0, "I_cm4": 14953}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 23.0, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=23.0mm. ✅ EC2 §7.4.


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

[User] Dimensiona zapata cuadrada: N=870kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 870, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 241, "H_cm": 50, "q_max_kPa": 149.8, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=241cm, H=50cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7


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

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

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

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

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


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

[User] Cortante en viga IPE-300 (S275): V=241.3kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 241.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.47, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=241.3kN, u=47%. ✅ EC3 §6.2.6.


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

[User] Disena una zapata para carga de 733kN sobre terreno de arena densa (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 733, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 135, "H_cm": 60, "q_max_kPa": 402.2, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=135cm, H=60cm, q=402.2kPa ≤ qadm=400kPa. ❌ Aumentar B.


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

[User] Deformación de viga de 4.1m con carga repartida 11.0kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.1, "w_kN_m": 11.0, "I_cm4": 24634}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 13.7, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=13.7mm. ✅ EC2 §7.4.


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

[User] Verifica la flecha de una viga de 8.0m con carga 32.5kN/m e I=19671cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.0, "w_kN_m": 32.5, "I_cm4": 19671}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 26.7, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=26.7mm. ✅ EC2 §7.4.


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

[User] Shear check for IPE-400 S275 with shear force V=670.5kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 670.5, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.83, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=670.5kN, u=83%. ✅ 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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifica IPE-300 en S275 segun EC3

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

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

[Assistant] ✅ classify_section ejecutado correctamente.


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

[User] Shear check for HEB-240 S235 with shear force V=650.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 650.1, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.75, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=650.1kN, u=75%. ✅ EC3 §6.2.6.


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

[User] Design a square footing for 483kN load on arcilla blanda soil (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 483, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 179, "H_cm": 50, "q_max_kPa": 150.7, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=179cm, H=50cm, q=150.7kPa ≤ qadm=150kPa. ❌ Aumentar B.


[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] Shear check for HEB-240 S275 with shear force V=621.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 621.4, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.62, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=621.4kN, u=62%. ✅ EC3 §6.2.6.


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

[User] Verifica la flecha de una viga de 5.6m con carga 32.2kN/m e I=4505cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.6, "w_kN_m": 32.2, "I_cm4": 4505}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 18.7, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=18.7mm. ✅ EC2 §7.4.


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

[User] Flecha máxima de viga simplemente apoyada L=9.7m, w=30.1kN/m, I=10444cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.7, "w_kN_m": 30.1, "I_cm4": 10444}}</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] Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Shear check for HEB-240 S275 with shear force V=751.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 751.6, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.74, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=751.6kN, u=74%. ✅ 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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Que aceleracion sismica tiene Bucarest?

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

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

[Assistant] ✅ get_seismic_params ejecutado correctamente.


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

[User] Dimensiona zapata cuadrada: N=1008kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1008, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 259, "H_cm": 40, "q_max_kPa": 150.3, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=259cm, H=40cm, q=150.3kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Que aceleracion sismica tiene Bucarest?

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

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

[Assistant] ✅ get_seismic_params ejecutado correctamente.


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

[User] Clasifica IPE-300 en S275 segun EC3

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

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

[Assistant] ✅ classify_section ejecutado correctamente.


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

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

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

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

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


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

[User] Verificare la forfecare pentru IPE-360 S235 cu V=510.5kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 510.5, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 591.6, "utilisation": 0.86, "passed": true}}</tool_response>

[Assistant] IPE-360 S235: Av=43.6cm², Vpl,Rd=591.6kN, V=510.5kN, u=86%. ✅ EC3 §6.2.6.


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

[User] Cimentación: N=1127kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1127, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 106, "H_cm": 60, "q_max_kPa": 1003.0, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=106cm, H=60cm, q=1003.0kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Cortante en viga IPE-300 (S235): V=301.2kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 301.2, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.69, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=301.2kN, u=69%. ✅ EC3 §6.2.6.


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

[User] Cimentación: N=1171kN, terreno arcilla dura con capacidad 300kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1171, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 198, "H_cm": 50, "q_max_kPa": 298.7, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=198cm, H=50cm, q=298.7kPa ≤ qadm=300kPa. ✅ EC7


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

[User] Comprueba la resistencia a cortante de IPE-300 S235 con V=200.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 200.4, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 438.2, "utilisation": 0.46, "passed": true}}</tool_response>

[Assistant] IPE-300 S235: Av=32.3cm², Vpl,Rd=438.2kN, V=200.4kN, u=46%. ✅ 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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Check deflection for a 8.0m beam with UDL 31.2kN/m, I=22120cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.0, "w_kN_m": 31.2, "I_cm4": 22120}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.04, "limit_mm": 26.7, "passed": true}}</tool_response>

[Assistant] δ=0.04mm, límite=L/300=26.7mm. ✅ EC2 §7.4.


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

[User] Dimensiona zapata cuadrada: N=959kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 959, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 196, "H_cm": 40, "q_max_kPa": 249.6, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=196cm, H=40cm, q=249.6kPa ≤ qadm=250kPa. ✅ EC7


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

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

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

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

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


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

[User] Cimentación: N=1351kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1351, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 232, "H_cm": 40, "q_max_kPa": 251.0, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=232cm, H=40cm, q=251.0kPa ≤ qadm=250kPa. ❌ Aumentar B.


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

[User] Verifica la flecha de una viga de 8.0m con carga 19.0kN/m e I=23463cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.0, "w_kN_m": 19.0, "I_cm4": 23463}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 26.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=26.7mm. ✅ EC2 §7.4.


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

[User] Comprueba la resistencia a cortante de IPE-300 S275 con V=484.5kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 484.5, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 32.3, "V_pl_Rd_kN": 512.8, "utilisation": 0.94, "passed": true}}</tool_response>

[Assistant] IPE-300 S275: Av=32.3cm², Vpl,Rd=512.8kN, V=484.5kN, u=94%. ✅ EC3 §6.2.6.


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

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

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

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

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


[System] 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] Comprueba la resistencia a cortante de HEB-240 S355 con V=735.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 735.2, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1303.5, "utilisation": 0.56, "passed": true}}</tool_response>

[Assistant] HEB-240 S355: Av=63.6cm², Vpl,Rd=1303.5kN, V=735.2kN, u=56%. ✅ EC3 §6.2.6.


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

[User] Disena una zapata para carga de 1267kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1267, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 206, "H_cm": 60, "q_max_kPa": 298.6, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=206cm, H=60cm, q=298.6kPa ≤ qadm=300kPa. ✅ EC7


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

[User] Comprueba la resistencia a cortante de IPE-400 S235 con V=444.4kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 444.4, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 687.9, "utilisation": 0.65, "passed": true}}</tool_response>

[Assistant] IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=444.4kN, u=65%. ✅ 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] Peso del IPE-300?

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

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

[Assistant] ✅ lookup_section ejecutado correctamente.


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

[User] 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] Peso del IPE-300?

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

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

[Assistant] ✅ lookup_section ejecutado correctamente.


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

[User] 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] Que clase de seccion es HEB-240 en S275?

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

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

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


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

[User] Verifica a cortante el perfil HEB-300 en S355 con cortante V=933.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 933.7, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1832.3, "utilisation": 0.51, "passed": true}}</tool_response>

[Assistant] HEB-300 S355: Av=89.4cm², Vpl,Rd=1832.3kN, V=933.7kN, u=51%. ✅ EC3 §6.2.6.


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

[User] Clasifică secțiunea HEB-200 din S275 conform EC3

[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 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-400 in S355 per EC3 Table 5.2

[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] 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] Cortante en viga IPE-400 (S275): V=343.1kN. Resistencia a cortante suficiente?

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 343.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 805.0, "utilisation": 0.43, "passed": true}}</tool_response>

[Assistant] IPE-400 S275: Av=50.7cm², Vpl,Rd=805.0kN, V=343.1kN, u=43%. ✅ EC3 §6.2.6.


[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=399.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 399.7, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 636.3, "utilisation": 0.63, "passed": true}}</tool_response>

[Assistant] HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=399.7kN, u=63%. ✅ EC3 §6.2.6.


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

[User] Dimensiona zapata cuadrada: N=1191kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1191, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 282, "H_cm": 40, "q_max_kPa": 149.8, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=282cm, H=40cm, q=149.8kPa ≤ qadm=150kPa. ✅ EC7


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

[User] Deformación de viga de 5.5m con carga repartida 27.9kN/m

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.5, "w_kN_m": 27.9, "I_cm4": 23167}}</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] Design a square footing for 460kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 460, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 107, "H_cm": 40, "q_max_kPa": 401.8, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=107cm, H=40cm, q=401.8kPa ≤ qadm=400kPa. ❌ Aumentar B.


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

[User] Que aceleracion sismica tiene Bucarest?

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

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

[Assistant] ✅ get_seismic_params ejecutado correctamente.


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

[User] Verifica la flecha de una viga de 4.9m con carga 12.3kN/m e I=18767cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.9, "w_kN_m": 12.3, "I_cm4": 18767}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 16.3, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=16.3mm. ✅ EC2 §7.4.


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

[User] Dimensiona zapata cuadrada: N=957kN, qadm=250kPa, arena media

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 957, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 196, "H_cm": 60, "q_max_kPa": 249.1, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=196cm, H=60cm, q=249.1kPa ≤ qadm=250kPa. ✅ EC7


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

[User] Flecha máxima de viga simplemente apoyada L=6.6m, w=27.2kN/m, I=6384cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.6, "w_kN_m": 27.2, "I_cm4": 6384}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.05, "limit_mm": 22.0, "passed": true}}</tool_response>

[Assistant] δ=0.05mm, límite=L/300=22.0mm. ✅ EC2 §7.4.


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

[User] Verifica a cortante el perfil IPE-300 en S275 con cortante V=252.9kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-300", "V_Ed_kN": 252.9, "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=252.9kN, u=49%. ✅ EC3 §6.2.6.


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

[User] Clasifica la seccion IPE-300 en S235 segun EC3

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

[User] Comprueba la resistencia a cortante de IPE-400 S235 con V=610.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 610.8, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 687.9, "utilisation": 0.89, "passed": true}}</tool_response>

[Assistant] IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=610.8kN, u=89%. ✅ EC3 §6.2.6.


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

[User] Check deflection for a 6.0m beam with UDL 28.5kN/m, I=8942cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 6.0, "w_kN_m": 28.5, "I_cm4": 8942}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.03, "limit_mm": 20.0, "passed": true}}</tool_response>

[Assistant] δ=0.03mm, límite=L/300=20.0mm. ✅ 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.


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

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

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

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

[Assistant] ✅ verify_shear ejecutado correctamente.


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

[User] Disena una zapata para carga de 1125kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1125, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 106, "H_cm": 60, "q_max_kPa": 1001.2, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=106cm, H=60cm, q=1001.2kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

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

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

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

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


[System] Eres ORPHEON, 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] Check deflection for a 4.1m beam with UDL 10.1kN/m, I=10153cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.1, "w_kN_m": 10.1, "I_cm4": 10153}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.0, "limit_mm": 13.7, "passed": true}}</tool_response>

[Assistant] δ=0.0mm, límite=L/300=13.7mm. ✅ 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 1237kN sobre terreno de roca (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1237, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 111, "H_cm": 60, "q_max_kPa": 1004.0, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=111cm, H=60cm, q=1004.0kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Classify section IPE-300 in S235 per EC3 Table 5.2

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

[User] Cimentación: N=451kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 451, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 134, "H_cm": 70, "q_max_kPa": 251.2, "q_adm_kPa": 250, "passed": false}}</tool_response>

[Assistant] B=134cm, H=70cm, q=251.2kPa ≤ qadm=250kPa. ❌ Aumentar B.


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

[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] 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] Design a square footing for 494kN load on arena densa soil (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 494, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 111, "H_cm": 50, "q_max_kPa": 400.9, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=111cm, H=50cm, q=400.9kPa ≤ qadm=400kPa. ❌ Aumentar B.


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

[User] Cimentación: N=774kN, terreno arena densa con capacidad 400kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 774, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 139, "H_cm": 60, "q_max_kPa": 400.6, "q_adm_kPa": 400, "passed": false}}</tool_response>

[Assistant] B=139cm, H=60cm, q=400.6kPa ≤ qadm=400kPa. ❌ Aumentar B.


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

[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] Dimensiona zapata cuadrada: N=484kN, qadm=1000kPa, roca

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 484, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 70, "H_cm": 40, "q_max_kPa": 987.8, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=70cm, H=40cm, q=987.8kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Disena una zapata para carga de 259kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 259, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 131, "H_cm": 40, "q_max_kPa": 150.9, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=131cm, H=40cm, q=150.9kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

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

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

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

[Assistant] ✅ verify_bending ejecutado correctamente.


[System] 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=648.3kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 648.3, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.64, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=648.3kN, u=64%. ✅ EC3 §6.2.6.


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

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

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

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

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


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

[User] Classify section IPE-360 in S355 per EC3 Table 5.2

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

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

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


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

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

[User] Shear check for HEB-200 S235 with shear force V=283.0kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 283.0, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 636.3, "utilisation": 0.44, "passed": true}}</tool_response>

[Assistant] HEB-200 S235: Av=46.9cm², Vpl,Rd=636.3kN, V=283.0kN, u=44%. ✅ EC3 §6.2.6.


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

[User] Check deflection for a 5.7m beam with UDL 11.7kN/m, I=5217cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.7, "w_kN_m": 11.7, "I_cm4": 5217}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 19.0, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=19.0mm. ✅ EC2 §7.4.


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

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

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

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

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


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

[User] Clasifică secțiunea HEB-240 din S275 conform 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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Comprueba la resistencia a cortante de HEB-240 S275 con V=384.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 384.1, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 1009.8, "utilisation": 0.38, "passed": true}}</tool_response>

[Assistant] HEB-240 S275: Av=63.6cm², Vpl,Rd=1009.8kN, V=384.1kN, u=38%. ✅ EC3 §6.2.6.


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

[User] Clasificación de sección: HEB-240 con acero S235

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

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

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


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

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

[User] Verificare la forfecare pentru HEB-240 S235 cu V=761.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 761.1, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.88, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=761.1kN, u=88%. ✅ EC3 §6.2.6.


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

[User] Verifica a cortante el perfil HEB-200 en S355 con cortante V=516.7kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-200", "V_Ed_kN": 516.7, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 46.9, "V_pl_Rd_kN": 961.3, "utilisation": 0.54, "passed": true}}</tool_response>

[Assistant] HEB-200 S355: Av=46.9cm², Vpl,Rd=961.3kN, V=516.7kN, u=54%. ✅ EC3 §6.2.6.


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

[User] Verifica a cortante el perfil IPE-360 en S355 con cortante V=698.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 698.2, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 893.6, "utilisation": 0.78, "passed": true}}</tool_response>

[Assistant] IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=698.2kN, u=78%. ✅ EC3 §6.2.6.


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

[User] Cimentación: N=866kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 866, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 93, "H_cm": 40, "q_max_kPa": 1001.3, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=93cm, H=40cm, q=1001.3kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Dimensiona zapata cuadrada: N=714kN, qadm=1000kPa, roca

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 714, "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": 1011.9, "q_adm_kPa": 1000, "passed": false}}</tool_response>

[Assistant] B=84cm, H=70cm, q=1011.9kPa ≤ qadm=1000kPa. ❌ Aumentar B.


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

[User] Shear check for HEB-300 S275 with shear force V=447.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 447.6, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1419.4, "utilisation": 0.32, "passed": true}}</tool_response>

[Assistant] HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=447.6kN, u=32%. ✅ 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, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta.

[User] Disena una zapata para carga de 1342kN sobre terreno de arena media (qadm=250kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1342, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 232, "H_cm": 50, "q_max_kPa": 249.3, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=232cm, H=50cm, q=249.3kPa ≤ qadm=250kPa. ✅ EC7


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

[User] Flecha máxima de viga simplemente apoyada L=9.4m, w=23.8kN/m, I=12638cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.4, "w_kN_m": 23.8, "I_cm4": 12638}}</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] Check deflection for a 8.2m beam with UDL 10.8kN/m, I=4628cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 8.2, "w_kN_m": 10.8, "I_cm4": 4628}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.07, "limit_mm": 27.3, "passed": true}}</tool_response>

[Assistant] δ=0.07mm, límite=L/300=27.3mm. ✅ EC2 §7.4.


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

[User] Cimentación: N=1154kN, terreno arena media con capacidad 250kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1154, "fck_MPa": 25, "q_adm_kPa": 250}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 215, "H_cm": 60, "q_max_kPa": 249.6, "q_adm_kPa": 250, "passed": true}}</tool_response>

[Assistant] B=215cm, H=60cm, q=249.6kPa ≤ qadm=250kPa. ✅ EC7


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

[User] Check deflection for a 9.6m beam with UDL 27.5kN/m, I=4623cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 9.6, "w_kN_m": 27.5, "I_cm4": 4623}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.31, "limit_mm": 32.0, "passed": true}}</tool_response>

[Assistant] δ=0.31mm, límite=L/300=32.0mm. ✅ EC2 §7.4.


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

[User] Que clase de seccion es HEB-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, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Shear check for HEB-240 S235 with shear force V=445.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 445.8, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.52, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=445.8kN, u=52%. ✅ EC3 §6.2.6.


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

[User] Comprueba la resistencia a cortante de HEB-300 S275 con V=469.2kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-300", "V_Ed_kN": 469.2, "fy_MPa": 275}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 89.4, "V_pl_Rd_kN": 1419.4, "utilisation": 0.33, "passed": true}}</tool_response>

[Assistant] HEB-300 S275: Av=89.4cm², Vpl,Rd=1419.4kN, V=469.2kN, u=33%. ✅ 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] Design a square footing for 1074kN load on roca soil (qadm=1000kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1074, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 104, "H_cm": 60, "q_max_kPa": 993.0, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=104cm, H=60cm, q=993.0kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Cimentación: N=267kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 267, "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": 741.7, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=60cm, H=40cm, q=741.7kPa ≤ qadm=1000kPa. ✅ EC7


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

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

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

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

[Assistant] ✅ verify_bending ejecutado correctamente.


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

[User] Disena una zapata para carga de 1090kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1090, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 191, "H_cm": 40, "q_max_kPa": 298.8, "q_adm_kPa": 300, "passed": true}}</tool_response>

[Assistant] B=191cm, H=40cm, q=298.8kPa ≤ qadm=300kPa. ✅ EC7


[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] 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] Dimensiona zapata cuadrada: N=484kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 484, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 180, "H_cm": 60, "q_max_kPa": 149.4, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=180cm, H=60cm, q=149.4kPa ≤ qadm=150kPa. ✅ EC7


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

[User] Cimentación: N=1485kN, terreno roca con capacidad 1000kPa

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1485, "fck_MPa": 25, "q_adm_kPa": 1000}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 122, "H_cm": 50, "q_max_kPa": 997.7, "q_adm_kPa": 1000, "passed": true}}</tool_response>

[Assistant] B=122cm, H=50cm, q=997.7kPa ≤ qadm=1000kPa. ✅ EC7


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

[User] Que aceleracion sismica tiene Bucarest?

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

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

[Assistant] ✅ get_seismic_params ejecutado correctamente.


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

[User] Disena una zapata para carga de 567kN sobre terreno de arcilla blanda (qadm=150kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 567, "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": 150.7, "q_adm_kPa": 150, "passed": false}}</tool_response>

[Assistant] B=194cm, H=50cm, q=150.7kPa ≤ qadm=150kPa. ❌ Aumentar B.


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

[User] Dimensiona zapata cuadrada: N=1465kN, qadm=150kPa, arcilla blanda

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 1465, "fck_MPa": 25, "q_adm_kPa": 150}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 313, "H_cm": 60, "q_max_kPa": 149.5, "q_adm_kPa": 150, "passed": true}}</tool_response>

[Assistant] B=313cm, H=60cm, q=149.5kPa ≤ qadm=150kPa. ✅ 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] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasifică secțiunea IPE-300 din S235 conform EC3

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

[User] Disena una zapata para carga de 434kN sobre terreno de arcilla dura (qadm=300kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 434, "fck_MPa": 25, "q_adm_kPa": 300}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 120, "H_cm": 50, "q_max_kPa": 301.4, "q_adm_kPa": 300, "passed": false}}</tool_response>

[Assistant] B=120cm, H=50cm, q=301.4kPa ≤ qadm=300kPa. ❌ Aumentar B.


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

[User] Clasifică secțiunea HEB-240 din S275 conform 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] Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul.

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

[User] Que clase de seccion es IPE-400 en S355?

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

[User] Verifica la flecha de una viga de 4.3m con carga 33.4kN/m e I=7853cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 4.3, "w_kN_m": 33.4, "I_cm4": 7853}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 14.3, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=14.3mm. ✅ 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] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Clasificación de sección: IPE-400 con acero S355

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

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

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

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

[Assistant] ✅ verify_shear ejecutado correctamente.


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

[User] Shear check for HEB-240 S235 with shear force V=310.6kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "HEB-240", "V_Ed_kN": 310.6, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 63.6, "V_pl_Rd_kN": 862.9, "utilisation": 0.36, "passed": true}}</tool_response>

[Assistant] HEB-240 S235: Av=63.6cm², Vpl,Rd=862.9kN, V=310.6kN, u=36%. ✅ EC3 §6.2.6.


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

[User] Verifica la flecha de una viga de 7.1m con carga 27.2kN/m e I=22258cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.1, "w_kN_m": 27.2, "I_cm4": 22258}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.02, "limit_mm": 23.7, "passed": true}}</tool_response>

[Assistant] δ=0.02mm, límite=L/300=23.7mm. ✅ EC2 §7.4.


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

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

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

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

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


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

[User] 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-400 en 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] 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] 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] You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type.

[User] Clasifică secțiunea IPE-360 din S235 conform EC3

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

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

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


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

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

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

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

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


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

[User] Verifica a cortante el perfil IPE-360 en S355 con cortante V=679.1kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-360", "V_Ed_kN": 679.1, "fy_MPa": 355}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 43.6, "V_pl_Rd_kN": 893.6, "utilisation": 0.76, "passed": true}}</tool_response>

[Assistant] IPE-360 S355: Av=43.6cm², Vpl,Rd=893.6kN, V=679.1kN, u=76%. ✅ EC3 §6.2.6.


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

[User] Clasifica la seccion HEB-240 en S355 segun 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] Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo.

[User] Disena una zapata para carga de 931kN sobre terreno de arena densa (qadm=400kPa)

[Assistant] <tool_call>{"name": "calculate_footing", "arguments": {"N_Ed_kN": 931, "fck_MPa": 25, "q_adm_kPa": 400}}</tool_call>

[Tool] <tool_response>{"name": "calculate_footing", "content": {"B_cm": 153, "H_cm": 60, "q_max_kPa": 397.7, "q_adm_kPa": 400, "passed": true}}</tool_response>

[Assistant] B=153cm, H=60cm, q=397.7kPa ≤ qadm=400kPa. ✅ EC7


[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] Flecha máxima de viga simplemente apoyada L=5.4m, w=21.8kN/m, I=22089cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 5.4, "w_kN_m": 21.8, "I_cm4": 22089}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.01, "limit_mm": 18.0, "passed": true}}</tool_response>

[Assistant] δ=0.01mm, límite=L/300=18.0mm. ✅ EC2 §7.4.


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

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

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

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

[Assistant] ✅ check_deflection ejecutado correctamente.


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

[User] Flecha máxima de viga simplemente apoyada L=7.5m, w=32.5kN/m, I=4550cm4

[Assistant] <tool_call>{"name": "check_deflection", "arguments": {"L_m": 7.5, "w_kN_m": 32.5, "I_cm4": 4550}}</tool_call>

[Tool] <tool_response>{"name": "check_deflection", "content": {"delta_mm": 0.14, "limit_mm": 25.0, "passed": true}}</tool_response>

[Assistant] δ=0.14mm, límite=L/300=25.0mm. ✅ EC2 §7.4.


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

[User] Comprueba la resistencia a cortante de IPE-400 S235 con V=629.8kN

[Assistant] <tool_call>{"name": "verify_shear", "arguments": {"profile": "IPE-400", "V_Ed_kN": 629.8, "fy_MPa": 235}}</tool_call>

[Tool] <tool_response>{"name": "verify_shear", "content": {"A_v_cm2": 50.7, "V_pl_Rd_kN": 687.9, "utilisation": 0.92, "passed": true}}</tool_response>

[Assistant] IPE-400 S235: Av=50.7cm², Vpl,Rd=687.9kN, V=629.8kN, u=92%. ✅ EC3 §6.2.6.


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

[User] Clasifică secțiunea HEB-200 din S275 conform EC3

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

[User] Clasifică secțiunea HEB-200 din S275 conform EC3

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

[User] Clasifică secțiunea HEB-300 din S235 conform EC3

[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] Clasifică secțiunea IPE-300 din S355 conform 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] 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] 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.