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 net area for an MC12 x 35 with five lines of 7/8-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.

Using the Steel Construction Manual, A53 steel is preferred for which structural shape?

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 _______.