Problem $2(44$ pts$)$:

Use Table $6-1$ to design a W$16$ member for the braced beam$-$column shown below. You may assume axial and moment capacities shown in the Table $6-1$ are adequate for your final member $($i$.$e$.,$ no hand calculations are required for $P_n$ and $M_n).$ However, your solution must include a $2^{nd}$ order analysis of the loads. Given loads are already factored.

$F_y=50$ksi

Bending about x $-$axis.

$K_x=K_y$