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

# Simple span used for the moment and shear demands.
span: "16 ft"
# Tributary width carried by the beam.
tributary: "6.25 ft"
# Dead load including superimposed dead (psf).
D: "55 psf"
# Live load (psf).
L: "20 psf"
# Beam web width b_w.
bw: "8 in"
# Overall beam depth h.
h: "12 in"
# Effective depth to the tension-steel centroid, used for flexure.
d: "9.5 in"
# Concrete compressive strength f'_c.
fc: "3.0 ksi"
# Steel yield strength f_y.
fy: "60 ksi"
# Concrete unit weight used for the beam self-weight.
concrete_density: "150 pcf"
# Factored load combination applied to the demands.
load_combination: "1.2D + 1.6L"

# Clear cover from the concrete face to the stirrup.
cover: "1.5 in"
# Stirrup bar number (#3).
stirrup_size: 3
# Stirrup spacing along the span, on center.
stirrup_spacing: "6 in"
# Bottom (tension) longitudinal bar number (#5).
bar_size: 5
# Number of bottom longitudinal bars.
n_bars: 2
# Top (hanger) longitudinal bar number (#4).
top_bar_size: 4
# Number of top hanger bars.
n_top_bars: 2