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

# Checked demands (ASD) supplied for verification. beam.typ derives the same
# gravity loads and the test suite reconciles them to these values.
w: "975 plf"              # total uniform line load   (w = (D + LL) B)
wL: "650 plf"             # live uniform line load    (wL = LL B)
M: "9871.875 ft * lbf"    # maximum moment            (M = w L^2 / 8)
V: "4_387.5 lbf"           # support shear             (V = w L / 2)
R: "4387.5 lbf"           # support reaction          (R = V)

# Joist geometry: span (needed for the L/240 and L/360 deflection limits).
span: "9 ft"

# Joist cross-section (actual dimensions).
width: "3.5 in"     # b
depth: "9.5 in"     # d

# Bearing length at each support (wood beam).
bearing_length: "2.5 in"   # l_b
# Distance from member end to near edge of bearing; must be >= 3 in for C_b to apply (NDS 3.10.4).
bearing_end_distance: "3 in"   # l_end
# Unbraced length of the compression edge used for beam stability.
unbraced_length: "1 in"    # l_e

# Species and grade label shown in the report.
species_grade: "SP No. 2"

# NDS 2018 reference design values (Spruce-Pine No. 2).
Fb: "2400 psi"       # bending (F_b)
Fv: "300 psi"        # shear (F_v)
Fcp: "565 psi"       # compression perpendicular to grain (F_c-perp)
E: "1700000 psi"     # modulus of elasticity (E)
E_min: "510000 psi"  # adjusted modulus for stability (E'_min)

# Adjustment factors (NDS Table 4.3.1). All 1.0 for this example.
CD: 1     # load duration factor
CM: 1     # wet service factor
Ct: 1     # temperature factor
CF: 1     # size factor (bending)
Cr: 1     # repetitive member factor
Cfu: 1    # flat use factor (bending)
Ci: 1     # incising factor
Cvr: 1    # shear reduction factor (NDS 3.4.3)