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.

If a structural member has a small cross sectional area in relation to its length, it is said to be _______.

Determine the net area for a C10 x 25 with five lines of 5/8-inch-diameter bolts. Each flange will contain one line of bolts, and the web will contain three lines of bolts. The bolts are not staggered.

Determine the shear lag factor U for a L8 x 8 x 1/2 consisting of A36 steel with two longitudinal welds of length L = 9 in. and one transverse weld.