Find the maximum service compression load that a I$-$shaped built$-$up column is permitted to carry. The column has $\frac{5}{8}"16"$ plates for the flanges and a $\frac{3}{4}"26"$ plate for the web. The plates are spot$-$welded together every $18"$ along the length of the column. The total load is $25\%$ dead load and $75\%$ live load. Use A$992$ steel, given KLy $={25}^{\text{'}}$ and $KLx={35}^{\text{'}}.$