Using the image in Problem $06,$ compute the nominal bearing capacity in kPa. The friction angle is $32$ degrees, the undrained shear strength $($su$)$ is $0$kPa. The water table is at great depth. The unit weight is $17\mathrm{.}4k\frac{N}{m^3}.$ The value of $D1$ is $468mm,D2$ is $1142mm,$ and B is $1142mm.$ Use Terzaghi bearing capacity factors and assume that the foundation is a strip loading.

Compute bearing capacity and wall load required to cause failure for a continuous footing. Assume Terzaghi bearing capacity factors.