A single angle tension member, $L44\frac{3}{8}$ in$.$ made from A$36$ steel is connected to a gusset plate with $\frac{7}{8}$ in$.$ diameter bolts, as shown in figure below. The service loads are $45$ kips dead load and $25$ kips live load. Determine the adequacy of this member using AISC specification. Assume that the effective net area is $85\%$ of the computed net area. Given: Gross area of angle $=Ag=2\mathrm{.}86$ in ${?}^2(20$ Points$).$