A solid rectangular column $(10\mathrm{.}0$ in$.$ x $7\mathrm{.}5$ in$.)$ is subjected to a compressive load Q of $19500$ lb$,$ as shown in Figure. The column is supported by a rectangular concrete footing measuring $6\mathrm{.}5$ ft x $7\mathrm{.}0$ ft that rests on soil. Neglect the weight of the footing and the column.

Find: the bearing stress in ksf $($kips per sq ft$)$ on the contact surface between the column and the footing