A single$-$angle shape $L63\frac{1}{2}\frac{5}{16}$ is connected with $\frac{3}{8}-$inch$-$thick gusset plate using eight $\frac{3}{4}-$inch$-$diameter, Group $A(N)$ bolts. Both the tension member and the gusset plate are $A36$ steel. No slip is permitted. Use the AISC$-$LRFD and determine the total service load that can be supported based on bolt shear, bearing and slip critical, if the ratio of live load to dead load is $2\mathrm{.}0.$