Problem $1$: Considering dead load $($D$),$ live load$($L$)$ and wind load$($L$)$ and all applicable load combinations, compute the required moment strength at section B$-$B$.($Hint: follow the example in the Lecture notes on Feb$-12)$

$($c$)$ Moments due to $1\mathrm{.}0Lk-$ft$.$

$($a$)$ Frame.

$($d$)$ Moments due to $1\mathrm{.}0Wk-$ft$.$