Design a steel column using a structural steel W$-$Section using Grade $50$ Steel. Assume the same section will be used throughout the length of the column. All connections are bolted. Assume loads as follows: $P_{\text{D}\text{E}\text{A}\text{D}}=100$ kips, $P_{\text{L}\text{I}\text{V}\text{E}}=170\mathrm{.}50$ kips. Assume the weight of the column is included in the dead load value. Height between floors is $12$ feet.