A $2\mathrm{.}6$ m by $2\mathrm{.}6$ m square footing is installed $1\mathrm{.}9$ m below ground surface. The anticipatedcolumn loads include a moment $($M$=50$ kN$.$m$),$ a horizontal force $($Qh$=30$kN$,$ acting in thesame direction as the moment$)$ at ground surface and a vertical force $($Qv$=300$kN$).$Determine the stress distribution beneath the footing and draw the stress profilediagram to scale.