A foundation is $3\mathrm{.}0$m x $2\mathrm{.}0$m in plan placed at a depth of $2\mathrm{.}00$m$.$ The soil supporting the foundation has the following properties:

Y $=17\mathrm{.}45$ kN$/$m$3$

Ysat $=19\mathrm{.}45$ kN$/$m$3$

$=24$ Degree

Unconfined compressive strength $=123$ kN$/$m$2$

The water table is located $2\mathrm{.}32$m below the natural grade line. Using Factor of safety of $3\mathrm{.}00,$ determine the gross allowable load the foundation could carry.