A footing ${12}^{\text{'}}{8}^{\text{'}}{2}^{\text{'}}$ was selected for an ${16}^{\text{'}\text{'}}{16}^{\text{'}\text{'}}$ interior column with $P_u=432$ kips. NWC$.f_y=60$ksi,$f_c^{\text{'}}=4000$ psi for the column and $f_c^{\text{'}}=4000$ psi for the froting.

$q_u=\frac{P_u}{\text{A}\text{r}\text{e}\text{a}}=\frac{432}{128}$

$=4\mathrm{.}5ksf.$

Check

$($a$)$ ONe$-$way shear

$($b$)$ two$-$way shear

$($c$)$ Design of Longitudinal steel. $($check devel$($opment Length$)$

$($d$)$ Design of steel in short direction $($check ld$)$

$($e$)$ Draw two$-$way footing bar spacing diagram.

$($f$)$ Design dowels from the column to the footing

$($g$)$ check ldc of dowels.