Name: PROBLEM: The tension member shown in the following Figure is a PL \( 1 / 2 \times 51 / 2 \) of A36 steel. It is connected to a 3/8-inch-thick gusset plate (also A36 steel) with 3/4-inch-diameter bolts. a. Check all spacing and edge-distance requirements. b. Compute the nominal strength in bearing.