A rectangular foundation with a 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 $16$KN $/($m $^3)$ a saturated unit weight of $18$KN $/($m $^3)$ a cohesion, friction angle of $30$KN $/($m $^2)$ and $35$ degrees respectively. What is the bearing capacity of the soil using the general bearing capacity equationAttach your solution file.