Construction

Foundations

Soil pressure, footing area, settlement and eccentricity.

Construction

Soil bearing pressure

p = N / A→
Construction

Required footing area

A = N / q→
Construction

Compressible layer settlement

s = mᵥph→
Construction

Load eccentricity

e = M / N→
Construction

Square footing side

a = √A→
Construction

Footing volume

V = Ah→
Construction

Settlement from strain

s = εh→