The column section shown is symmetric and designed with a compressive strength, $f_c^{\text{'}},$ of $3\mathrm{.}5$ksi and a yield strength, $f_y,$ of $60$ksi. Consider possible bending about the $y-y$ axis. What is most nearly the axial load capacity?

A$.760$ kips

B$.800$ kips

C$.830$ kips

D$.940$ kips