A rectangular footing measures $1\mathrm{.}40$ m by $2\mathrm{.}40$ m at a depth of foundation $=1\mathrm{.}40m.$

The soil under this foundation is sand with $=39$ and $y=19\mathrm{.}5k\frac{N}{m^3}.$

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

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