A square footing is loaded as shown below. Using the North American methods for limit states design calculations; an $$ of $1\mathrm{.}1,$ and resistance factors, $$ given in the CFEM $(2023),$ are the dimensions of the footing suitable? Assume that the top of the footing is constructed with $0\mathrm{.}3m$ above the ground surface and that the groundwater level is $0\mathrm{.}5m$ below the ground surface. Also assume that the inclined load $($and thus eccentricity$)$ only acts in the B direction, ie$.L=L\text{'}$ while $BB\text{'}.$ If the footing fails $(NOT{q}_{\text{a}\text{l}\text{l}\text{o}\text{w}}$