Solve $7$ and $8$ please

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

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QUESTION $7$

$10$ points

Using the image in Problem $06,$ compute the nominal bearing capacity in kPa. The friction angle is $0$ degrees, the undrained shear strength $($su$)$ is $177$kPa. The water table is at great depth. The unit weight is $17\mathrm{.}3k\frac{N}{m^3}.$ The value of D$1$ is $313mm,D2$ is $644mm,$ and B is $605mm.$ Use Terzaghi bearing capacity factors and assume t

hat the foundation is a strip loading