A developer wants to add a second$-$floor addition to an existing building. The largest column in the building

currently has a load $($P$)$ of $50$ kips supported on a footing with a width $($B$)$ of $4$ ft$.$ The footing depth $($D$)$ is

$2$ feet, and the footing thickness $($T$)$ is also $2$ feet. $($So$,$ there is no soil on top of the footing$).$ Groundwater

is located $10$ ft below the base of the footing. What is the maximum additional column load that can be

applied to this footing without exceeding a gross bearing pressure of $5,000$ psf$?$ Give your answer to the

nearest kip.