Design a suitable footing for the above column, given that the safe bearing capacity of local soil is $\backslash (18\mathrm{.}5\backslash$mathrm$\{$t$\}/\backslash$mathrm$\{$m$\}^\{2\}\backslash ).$ Use suitable grade of concrete and Fe $415$ steel. Provide final $\backslash (\backslash$mathrm$\{$c$\}/\backslash$mathrm$\{$s$\}\backslash )$ and plan diagrams for final combined column$-$footing section.