A rectangular footing measures $1\mathrm{.}0$ m by $2\mathrm{.}0$ m at a depth of foundation $=1\mathrm{.}0m.$ The soil under this foundation is sand with $=30$ and $y=18\mathrm{.}5k\frac{N}{m^3}.$

Using Meyerhof equation and his effective area method $($simple approach$),$ Determine the gross ultimate load $($in kN$)$ which can be applied eccentrically on the footing as shown in the figure below.

Important Note:

Insert your answer without any digits $($for example $500),$

write only your final answer $($do noy write for example $Q=500)$ just the final answer