A strip footing will be constructed to support the wall of a building. The load of the

footing will be $200,000lbs(890kN).$ The load is inclined by $2$ degrees. The footing

will be constructed in a deposit of clay with an undrained shear strength of $10$

$(68\mathrm{.}95$kPa$)$ and a total unit weight of $125pcf(19\mathrm{.}6k\frac{N}{m^3}).$ The bottom of the

footing will be $3ft$ below the ground surface and the footing dimensions will be $5\mathrm{.}0$

$ft80\mathrm{.}0ft.$ Calculate the Factor of Safety of the strip footing with respect to bearing

capacity. Assume the water table is very far below the ground surface.