calcs/steel-beam/results.json

69 lines
1.5 KiB
JSON
Raw Normal View History

{
"tool": "steel_beam",
"version": "0.1",
"project": "Casablanca Hotel - 16 Steel Joists Replacement",
"prepared_by": "Conemco Engineering",
"section": "W10X15",
"values": {
"beam_length_ft": 9.0,
"unbraced_length_in": 108.0,
"factored_uniform_load_kipft": 0.802444,
"service_load_lbf_ft": 548.98,
"moment_kipft": 8.124,
"shear_kip": 3.611,
"E_ksi": 29000.0,
"Fy_ksi": 50.0,
"Lp_in": 34.332994,
"Lr_ft": 8.608917,
"Lb_ft": 9.0,
"rts_in": 1.01,
"Fcr_ksi": 32.555772,
"Mp_kipft": 66.666667,
"MnLTB_kipft": 37.439137,
"Mn_kipft": 37.439137,
"phiMn_kipft": 33.695224,
"Aw_in2": 2.5,
"lambda": 38.5,
"lambda_lim": 53.946344,
"kv": 5.34,
"Cv1": 1.0,
"phi_v": 1.0,
"phiVn_kip": 75.0,
"delta_limit_in": 0.45,
"delta_in": 0.040559,
"ltb_mode": "elastic LTB",
"section_A": 4.41,
"section_d": 10.0,
"section_b": 4.0,
"section_tf": 0.25,
"section_tw": 0.25,
"section_Ix": 68.9,
"section_Zx": 16.0,
"section_Sx": 13.8,
"section_Iy": 2.89,
"section_Zy": 2.3,
"section_Sy": 1.45,
"section_ry": 0.81,
"section_J": 0.104,
"section_rts": 1.01,
"section_ho": 9.72,
"section_lambda": 38.5
},
"checks": {
"flexure": {
"demand": 8.124,
"capacity": 33.695224,
"ok": true
},
"shear": {
"demand": 3.611,
"capacity": 75.0,
"ok": true
},
"deflection": {
"demand": 0.040559,
"capacity": 0.45,
"ok": true
}
}
}