Determine the Euler bucking stress for a structural steel column that has a length of 8 feet and a radius of gyration of 3.4 inches.

A W12 x 50 column is made from ASTM A572 Gr. 60 steel and has a length of 32 ft. The column is only supported at its ends. Both ends are fixed. Determine the nominal compressive strength, Pn, for this column. Assume the shape is nonslender.

Select the lightest HP16 column with an effective length of 15 feet that can support a dead load of 310 kips and a live load of 930 kips. Assume Fy = 50 ksi. Use LRFD.

Is a W-shape with the following details considered slender according to AISC 360 Table B4.1a?bf/2tf = 15h/tw = 31Fy = 46 ksi

A W18 x 35 column is made from ASTM A36 steel and has a length of 40 ft. The column is only supported at its ends. Both ends are fixed. Determine the allowable strength, Pn/Ωc, for this column. Assume the shape is nonslender.

Can a W14 x 53 column with an effective length of 13 feet support a dead load of 100 kips and a live load of 160 kips? Use LRFD.

A W10 x 77 column is made from ASTM A572 Gr. 60 steel and has a length of 20 ft. One end is fixed. The other end is free to rotate and translate. Determine the effective slenderness ratio.

A W10 x 77 column is made from ASTM A36 steel and has a length of 19 ft. The column is only supported at its ends. Both ends are pinned. Determine the nominal compressive strength, Pn, for this column. Assume the shape is nonslender.

Determine the Euler bucking stress for a structural steel column that has a length of 10 feet and a radius of gyration of 3.4 inches.

Select the lightest HP16 column with an effective length of 15 feet that can support a dead load of 340 kips and a live load of 1,020 kips. Assume Fy = 50 ksi. Use LRFD.