Cl A $2\mathrm{.}5m2\mathrm{.}5m$ square footing placed at $1\mathrm{.}5m$ depth below GS$.$ carnes a vertical column load with excentrictses of eB: $0\mathrm{.}1m$ and $eL=0\mathrm{.}1m.$ The soil properties are $c=10k\frac{N}{m^2},=25,$ and $=19k\frac{N}{m^{\text{'}}}.$ What is the maximum column load that can be applied with factor of safety of $3,0?$

$[12\mathrm{.}5$ M$]$