The minimum Fy for A36 steel used in various structural shapes is _______.

Determine the shear lag factor U for a PL 1/2 x 7 consisting of A36 steel with two longitudinal welds of length L = 6 in.

Determine the net area for a C9 x 20 with four lines of 7/8-inch-diameter bolts. Each flange will contain one line of bolts, and the web will contain two lines of bolts. The bolts are not staggered.

Determine the nominal block shear strength of a L8 x 8 x 3/4 consisting of A36 steel that is attached through one leg to a gusset plate with two 1-inch-diameter bolts. Assume a = 4 in., b = 2 in., and c = 6.25 in.

Determine the net area for an MC12 x 35 with four lines of 5/8-inch-diameter bolts. Each flange will contain one line of bolts, and the web will contain two lines of bolts. The bolts are not staggered.

The Fu for A529 Grade 50 steel used in various structural shapes is _______.

Determine the shear lag factor U for a L8 x 8 x 3/4 consisting of A36 steel with two longitudinal welds of length L = 7 in. and one transverse weld.

Using the Steel Construction Manual, determine the cross sectional area of a W16x57 member.

Determine the nominal strength for the following PL 1/2 x 10.5 plate of A36 steel with two holes for 5/8-inch-diameter bolts. Assume a = 3 in., b = 4.5 in., and c = 2 in.

Determine the shear lag factor U for a PL 5/8 x 8 consisting of A36 steel with two longitudinal welds of length L = 5 in.