smillmorel
ddd5ecff58
Rename calc.py locals and result keys, add inline unit comments, and normalize Lp/Lr/Lb to feet. Update steel-beam.typ references and the tests (current W10X15 input, --stdout summary behavior).
69 lines
1.4 KiB
JSON
69 lines
1.4 KiB
JSON
{
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"tool": "steel_beam",
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"version": "0.1",
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"project": "Casablanca Hotel - 16 Steel Joists Replacement",
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"prepared_by": "Conemco Engineering",
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"section": "W10X15",
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"values": {
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"beam_length": 9.0,
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"unbraced_length": 108.0,
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"factored_uniform_load": 0.802444,
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"service_load": 548.98,
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"moment": 8.124,
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"shear": 3.611,
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"E": 29000.0,
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"Fy": 50.0,
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"Lp": 2.861083,
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"Lr": 8.608917,
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"Lb": 9.0,
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"rts": 1.01,
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"Fcr": 32.555772,
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"Mp": 66.666667,
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"MnLTB": 37.439137,
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"Mn": 37.439137,
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"phiMn": 33.695224,
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"Aw": 2.5,
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"lambda": 38.5,
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"lambda_lim": 53.946344,
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"kv": 5.34,
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"Cv1": 1.0,
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"phi_v": 1.0,
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"phiVn": 75.0,
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"delta_limit": 0.45,
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"delta": 0.040559,
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"ltb_mode": "elastic LTB",
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"section_A": 4.41,
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"section_d": 10.0,
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"section_b": 4.0,
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"section_tf": 0.25,
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"section_tw": 0.25,
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"section_Ix": 68.9,
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"section_Zx": 16.0,
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"section_Sx": 13.8,
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"section_Iy": 2.89,
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"section_Zy": 2.3,
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"section_Sy": 1.45,
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"section_ry": 0.81,
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"section_J": 0.104,
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"section_rts": 1.01,
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"section_ho": 9.72,
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"section_lambda": 38.5
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},
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"checks": {
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"flexure": {
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"demand": 8.124,
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"capacity": 33.695224,
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"ok": true
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},
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"shear": {
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"demand": 3.611,
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"capacity": 75.0,
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"ok": true
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},
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"deflection": {
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"demand": 0.040559,
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"capacity": 0.45,
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"ok": true
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}
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}
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}
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