29 lines
1.3 KiB
YAML
29 lines
1.3 KiB
YAML
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# Project name shown in the Typst report header.
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project: "Interior Bearing Wall"
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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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# Axial load (ASD) checked against the allowable column capacity.
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P: "400 lbf"
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# Stud geometry (actual dimensions of a nominal 2x4).
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length: "6 ft" # L, total stud length
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width: "1.5 in" # b, actual 2x4 width
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depth: "3.5 in" # d, actual 2x4 depth
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Ke: 1.0 # effective-length factor, pinned-pinned (NDS 3.7.1.2 / Appendix G)
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# Species and grade label shown in the report. "SP" is read as Southern Pine
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# (SYP) per NDS Supplement Table 4B; confirm if SPF or SPF-S was intended.
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species_grade: "SP (Southern Pine) No. 2"
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# NDS Supplement reference design values for Southern Pine (SYP) No. 2, dimension lumber.
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Fc: "1450 psi" # compression parallel to grain (F_c)
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E: "1400000 psi" # modulus of elasticity (E)
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E_min: "510000 psi" # 5th-percentile modulus (E_min)
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# Adjustment factors (NDS Table 4.3.1). All 1.0 except size factor for this example.
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CD: 1 # load duration factor (1.0 = normal/occupancy duration, NDS 2.3.2)
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CM: 1 # wet service factor (dry, moisture < 19%, NDS 4.3.3)
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Ct: 1 # temperature factor (< 100 deg F, NDS 4.3.4)
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CF: 1.15 # size factor for compression, 2x4 (NDS 4.3.6)
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Ci: 1 # incising factor (NDS 4.3.8)
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