# Shallow-foundation bearing-pressure screening
# Scope: Uniform concentric footing pressure against a user-supplied allowable; no geotechnical capacity solve.
# Status: illustrative worked example; engineering review pending.
# Inputs are example values. Checks are editable example requirements, not standards.

load = 100 kN
length = 1 m
width = 1 m
allowable = 150 kPa

pressure := load/(length*width) [kPa]

check supplied bearing limit: pressure <= allowable

scenario alternative: load = 80 kN