Use the Steel Construction Manual to determine the plastic moment capacity, Mp, of a W10x112 beam made of A992 steel.

A W10x88 beam made from A572 Grade 42 steel would be classified as _______.

The beam is braced at A, B, and C. Determine the lateral-torsional-buckling modification factor, Cb, for the unbraced length AB. Let w = 7 kip/ft, LAB = 13 ft, and LBC = 6 ft.

For a W-shape beam with a moment of inertia of 600 in.4 and a depth of 18 in., determine its yield moment, My. Assume the steel is A913 Grade 65.

Determine the value of plastic section modulus, Z, about the horizontal z axis for the section. Let bf = 12 in., d = 18 in., tw = 0.250 in., and tf = 0.750 in.

A W24x68 made of A572 Grade 65 steel is subjected to a maximum bending moment of 530 kip-ft about its x-axis. Determine the maximum magnitude of bending stress in the beam.

Determine the nominal flexural strength, Mn, of a W24x68 for a simple span of 14 ft with continuous lateral support. Use Fy = 75 ksi and Cb = 1.0.

Determine the value of the section modulus, S, about the horizontal z axis for the section. Let bf = 11 in., d = 22 in., tw = 0.250 in., and tf = 0.625 in.

Determine the nominal flexural strength, Mn, of a W24x68 for a simple span of 20 ft with continuous lateral support. Use Fy = 75 ksi and Cb = 1.0.

Determine the value of plastic section modulus, Z, about the horizontal z axis for the section. Let bf = 14 in., d = 16 in., tw = 0.250 in., and tf = 0.750 in.