Problem # $2$: Determine the LRFD design tensile strength of the tension member of $C811\mathrm{.}5$ section which is made of A$36$ steel as shown in figure below. The tension member is connected with gusset plate through $\frac{7}{8}$ in$.$ diameter staggered bolts. Using the given information and drawing, determine; $($a$)$ gross yield strength $($b$)$ net fracture strength and $($c$)$ design strength of the tension member. Clearly identify the fracture paths in your solution.

$(4+10+1)pts.$