# Project name shown in the Typst report header.
project: "Interior Bearing Wall"
# Person or organization shown in the Typst report footer.
prepared_by: "Conemco Engineering"

# Axial load (ASD) checked against the allowable column capacity.
P: "400 lbf"

# Stud geometry (actual dimensions of a nominal 2x4).
length: "6 ft"          # L, total stud length
width: "1.5 in"         # b, actual 2x4 width
depth: "3.5 in"         # d, actual 2x4 depth
Ke: 1.0                 # effective-length factor, pinned-pinned (NDS 3.7.1.2 / Appendix G)

# Species and grade label shown in the report. "SP" is read as Southern Pine
# (SYP) per NDS Supplement Table 4B; confirm if SPF or SPF-S was intended.
species_grade: "SP (Southern Pine) No. 2"

# NDS Supplement reference design values for Southern Pine (SYP) No. 2, dimension lumber.
Fc: "1450 psi"          # compression parallel to grain (F_c)
E: "1400000 psi"        # modulus of elasticity (E)
E_min: "510000 psi"     # 5th-percentile modulus (E_min)

# Adjustment factors (NDS Table 4.3.1). All 1.0 except size factor for this example.
CD: 1     # load duration factor (1.0 = normal/occupancy duration, NDS 2.3.2)
CM: 1     # wet service factor (dry, moisture < 19%, NDS 4.3.3)
Ct: 1     # temperature factor (< 100 deg F, NDS 4.3.4)
CF: 1.15  # size factor for compression, 2x4 (NDS 4.3.6)
Ci: 1     # incising factor (NDS 4.3.8)