Column ABC $($W$12$x$58)$ is part of a braced frame and made from A$992$ steel. It is fixed at the bottom $($at Point A$).$ Assume all other beam$-$to$-$column connections are pinned. Take: $L_1=15ft$ and $L_2=9ft.$ Use Table C$-$A$-7\mathrm{.}1($from manual$)$ for effective length factors $($K$),$ when necessary.

A$)$ Draw the possible deflected shapes for Column ABC with respect to strong and weak axes.

B$)$ Determine the LRFD design strength of this column $[$in kips$]$ using:

B$1)$ the AISC's equations.

B$2)$ the tables provided in the Manual.