smillmorel
d5ac3fca7e
Collection of engineering calculation projects (Python + Typst), each with input, calc script, tests, results, and generated PDF where available.
84 lines
1.7 KiB
JSON
84 lines
1.7 KiB
JSON
{
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"tool": "concentric_footing",
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"version": "0.1",
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"project": "Blavatnik",
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"prepared_by": "Conemco Engineering",
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"values": {
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"Ps_kip": 18.4,
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"Pu_kip": 26.2,
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"qa_psf": 2500.0,
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"q_psf": 2044.444444,
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"qu_psf": 2911.111111,
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"Af_ft2": 9.0,
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"Bf_in": 36.0,
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"Bf_ft": 3.0,
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"Df_in": 12.0,
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"cover_in": 3.0,
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"d_in": 9.0,
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"fc_psi": 3000.0,
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"fy_psi": 60000.0,
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"fy_ksi": 60.0,
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"lambda": 1.0,
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"c_in": 14.0,
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"bp_in": 6.0,
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"N": 4,
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"rebar_size": 4,
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"db_in": 0.5,
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"As1_in2": 0.19635,
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"As_in2": 0.785398,
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"rho": 0.002424,
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"rho_min": 0.0018,
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"L1_in": 2.0,
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"Vu_one_way_kip": 1.455556,
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"Vc_one_way_kip": 35.492422,
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"phiVc_one_way_kip": 26.619316,
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"bo_in": 92.0,
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"vc_psi": 219.089023,
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"Vu_two_way_kip": 15.50571,
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"Vc_two_way_kip": 181.405711,
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"phiVn_two_way_kip": 136.054283,
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"Lc_in": 11.0,
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"Mu_kipft": 3.669213,
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"a_in": 0.513332,
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"beta1": 0.85,
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"Mn_kipft": 34.334992,
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"phiMn_kipft": 30.901493,
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"A1_in2": 36.0,
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"A2_in2": 1296.0,
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"sqrt_ratio": 6.0,
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"Bn_kip": 183.6,
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"phiBn_kip": 119.34
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},
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"checks": {
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"soil_bearing": {
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"demand": 2044.444444,
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"capacity": 2500.0,
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"ok": true
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},
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"one_way_shear": {
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"demand": 1.455556,
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"capacity": 26.619316,
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"ok": true
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},
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"two_way_shear": {
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"demand": 15.50571,
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"capacity": 136.054283,
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"ok": true
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},
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"flexure": {
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"demand": 3.669213,
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"capacity": 30.901493,
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"ok": true
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},
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"minimum_steel": {
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"demand": 0.0018,
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"capacity": 0.002424,
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"ok": true
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},
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"bearing": {
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"demand": 26.2,
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"capacity": 119.34,
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"ok": true
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}
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}
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}
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