Problem $1$: A double$-$angle tension member, $2L43\frac{5}{16}LLBB,$ is connected to a $\frac{3}{4}-$in$.-$thick gusset plate with $\frac{5}{8}-in.$ diameter, Group $120-N$ bolts as shown in Figure $1.$ Both the tension member and the gusset plate are A$992$ steel.

$($A$)$ Check all bolt spacing and edge distance requirements.

$($B$)$ Determine whether the bolted connection has enough capacity based on shear of the bolts and bearing at the bolt holes to carry the loads shown. A service dead load of $45$ kips and a service live load of $90$ kips are given.

Please do this question by own and use AISC manual and do according to that