Compute the column load, P $,$ that would induce a bearing capacity failure for the $2\mathrm{.}5$ ft by $6\mathrm{.}0$ ft rectangular concrete column shown below $($i$.$e$.,$ do not use a factor of safety $-$ find the column load at which failure is expected to occur$).$ The groundwater table is at least $4$ ft deep. Use Vesic's bearing capacity formula. $[$Course Objective #$2]$

$2$b$.$ Final calculation $-$ enter the column load that would cause failure in kips.