Determine the shear lag factor U for a PL 3/8 x 5 consisting of A36 steel with a transverse weld to its flange only.

Determine the nominal strength for the following PL 7/8 x 9 plate of A36 steel with two holes for 3/4-inch-diameter bolts. Assume a = 2.5 in., b = 4 in., and c = 2 in.

Determine the net area for an L8 x 6 x 1/2 with two lines of 7/8-inch-diameter bolts in the long leg and one line of 7/8-inch-diameter bolts in the short leg. The bolts are not staggered.

Calculate the following dose. How many capsule(s) will you administer to your patient? Order: Fluoxetine 20 mg capsule PO once daily Available:

Determine the nominal strength for the following PL 5/8 x 9.5 plate of A36 steel with two holes for 3/4-inch-diameter bolts. Assume a = 3 in., b = 3.5 in., and c = 3 in.

When “unfolding” the legs of an angle, AISC specifies that any gage line crossing the heel of the angle be reduced by an amount equal to the angle’s _______.

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

Determine the nominal block shear strength of a L8 x 8 x 9/16 consisting of A36 steel that is attached through one leg to a gusset plate with two 7/8-inch-diameter bolts. Assume a = 4 in., b = 2 in., and c = 6.25 in.

Determine the shear lag factor U for a PL 1/2 x 7 consisting of A36 steel with a transverse weld to its flange only.

Determine the smallest net area for the following PL 3/4 x 10 plate with three holes for 5/8-inch-diameter bolts. Assume a = 1.5 in., b = 2 in., and c = 3 in.