Problem $2$: A WT$625$ tension member of A$992$ steel is connected to a $\frac{5}{8}-$in$.$ thick gusset plate of A$572$ Gr$.50$ steel with $\frac{7}{8}-$in$.$ diameter Group $150-$X bolts as shown in Figure $2.$

$($A$)$ Check if the bolt spacing and edge distance meet the AISC requirement.

$($B$)$ Compute the maximum tension load this tension member can carry by considering only the strength of the bolt group.