Design a square isolated column footing with $f_c^{\text{'}}=4$ksi, Grade $60$ bars, a ${14}^{\text{'}\text{'}}{14}^{\text{'}\text{'}}$

concrete pedestal transferring a dead load of $65\mathrm{.}1$kips, a live load of $98\mathrm{.}5$kips, and

using allowable soil pressure of $2500psf.$

$x$

$x$

$x$

footing with

No$.$

bars each way.