A two$-$story single bay frame is shown in Figure P$8\mathrm{.}17.$ 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 columns are adequate. The gravity loads will produce the no$-$translation results and the wind load will produce the translation results. The members are shown and are all A$992$ steel. Determine by $($a$)$ LRFD