Problem $[2]$: Design a W$14$ for the interior columns of the frame shown.

use ASD, consider only axial loads and the load case of D $+$ L

frames are spaced $35\text{'}$ apart $($into the paper$)$

Fy $=50$ksi

frame is laterally braced

columns sections come in $2$ story lengths $(24\text{'}$ long$)$

concrete density $=150l\frac{b}{f}{t}^3$

dead loads on every floor $=$ concrete floor miscellaneous