Q$2.$ A square column foundation $152m2m$ in plan. Let $D_f=1\mathrm{.}5m,y=16\mathrm{.}5k\frac{N}{m^3},{}^2=36,$

and $c^{\text{'}}=0.$ Assume that general shear failure occurs in soil.

Use Terzaghi and Vesic Equations and a factor of safety of $3$ to determine the allowable

bearing capacity and the maximum column load to cause bearing capacity failure. Assume

that general shear failure occurs in soil.