QUESTION $1$

$[11]$

A rectangular column with an opening at the centre for a downpipe is shown below. The foundation limitations restrict the design of one dimension of the column. The professional engineer on the job proposed that the column that will work is the column with a moment of inertia of $2\mathrm{.}3751{10}^{9}m{m}^4$ about the $x-$axis and $3\mathrm{.}0126{10}^{9}m{m}^4$ about the $y-$axis. You are required to size the footing to meet the professional engineer's requirements.