A rectangular foundation with a $\frac{B}{L}$ ratio of $2,$ has a width of $2$ m and is embedded at the water table level $(2$ meters below the surface$).$ The soil has a moist unit weight of $16K\frac{N}{m^3},$ a saturated unit weight of $18K\frac{N}{m^3},$ a cohesion, friction angle of $30K\frac{N}{m^2}$ and $35$ degrees respectively. What is the bearing capacity of the soil using the general bearing capacity equation. Attach your solution file.