A two$-$story single bay frame is shown below. The uniform live and dead loads are indicated

along with the wind load. A first$-$order elastic analysis has yielded the results shown in the figure for the

given loads and the appropriate notional loads. Assuming that the story drift is limited to height$/300$ under

the given wind loads, determine whether the first and second$-$story leeward columns are adequate. The

gravity loads will produce the no$-$translation results and the wind load will produce the translation results.

The members are all A$992$ steel and are oriented so bending is about the strong axis in$-$plane. Determine

by LRFD for the load combination of $1\mathrm{.}2$D $+0\mathrm{.}5$L $+1\mathrm{.}0$WProblem $2$: A two$-$story single bay frame is shown below. The uniform live and dead loads are indicated

along with the wind load. A first$-$order elastic analysis has yielded the results shown in the figure for the

given loads and the appropriate notional loads. Assuming that the story drift is limited to height $\frac{?}{300}$ under

the given wind loads, determine whether the first and second$-$story leeward columns are adequate. The

gravity loads will produce the no$-$translation results and the wind load will produce the translation results.

The members are all A$992$ steel and are oriented so bending is about the strong axis in$-$plane. Determine

by LRFD for the load combination of $1\mathrm{.}2D+0\mathrm{.}5L+1\mathrm{.}0W.$

Leeward columns