smillmorel
d5ac3fca7e
Collection of engineering calculation projects (Python + Typst), each with input, calc script, tests, results, and generated PDF where available.
25 lines
1 KiB
YAML
25 lines
1 KiB
YAML
# Project name shown in the Typst report header.
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project: "Casablanca Hotel - 16 Steel Joists Replacement"
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# Person or organization shown in the Typst report footer.
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prepared_by: "Conemco Engineering"
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# Beam span used for the service deflection limit.
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beam_length: "9 ft"
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# Unbraced length of the compression flange used for lateral-torsional buckling.
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unbraced_length: "9 ft"
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# Factored major-axis bending demand taken from load-determination.typ.
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Mu: "8.124 kip * ft"
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# Factored reaction on the connector, used here as the factored shear demand.
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Vu: "3.611 kip"
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# AISC Shapes Database v15.0 label. Section properties are read from the XLSX.
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section: "W10X15"
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# Steel yield stress used for flexure and shear (AISC A992).
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steel_yield: "50 ksi"
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# Steel elastic modulus used for LTB and deflection.
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steel_modulus: "29000 ksi"
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# LTB moment-gradient factor. Use the applicable AISC Cb value.
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cb: 1
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# AISC coefficient c for the selected I-shape LTB equation.
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c: 1
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# Service uniform load for the deflection check (lbf/ft).
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service_load: "548.98 lbf/ft"
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