Determine the net area for an L4 x 4 x 1/2 with two lines, one in each leg, of 5/8-inch-diameter bolts. The bolts are not staggered.

Determine the shear lag factor U for a L6 x 6 x 7/8 consisting of A36 steel with two longitudinal welds of length L = 6 in. and one transverse weld.

Determine the smallest net area for the following PL 5/8 x 11 plate with three holes for 5/8-inch-diameter bolts. Assume a = 1.5 in., b = 1.5 in., and c = 4 in.

AISC D1 suggests a maximum slenderness ratio of _______ for tension members.

Determine the nominal block shear strength of a L8 x 8 x 1/2 consisting of A36 steel that is attached through one leg to a gusset plate with two 5/8-inch-diameter bolts. Assume a = 4 in., b = 2 in., and c = 6.25 in.

Determine the nominal strength for the following PL 7/16 x 8 plate of A36 steel with two holes for 3/4-inch-diameter bolts. Assume a = 2.5 in., b = 3 in., and c = 2 in.

Determine the smallest net area for the following PL 1/2 x 9 plate with three holes for 7/8-inch-diameter bolts. Assume a = 2 in., b = 2.5 in., and c = 4 in.

Determine the shear lag factor U for a C6 x 10.5 consisting of A36 steel with two longitudinal heel welds of length L = 6 in.

If a rolled tension member has a small cross section in relation to its length then it is said to be _______.

Determine the nominal strength for the following PL 3/4 x 11 plate of A36 steel with two holes for 7/8-inch-diameter bolts. Assume a = 2 in., b = 4.5 in., and c = 2 in.