Determine the strength of a A992 steel column (Fy = 50 ksi), W 12 X 79 with a total length of 50 feet (both fix-end connection) for the following cases: Design axial compressive strength (LRFD) using AISC Requirement. Allowable axial compressive strength (ASD) using AISC Requirement. A

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the strength of a A992 steel column (Fy = 50 ksi), W 12 X 79 with a total length of 50 feet (both fix-end connection) for the following cases: Design axial compressive strength (LRFD) using AISC Requirement. Allowable axial compressive strength (ASD) using AISC Requirement. A = 23.2 in.^2 d = 12.4 in. tw = 0.47 in. bf = 12.1 in. tf = 0.735 in. T = 9-1/8 in. k = 1.33 in. k1 = 1.0625 in. gage = (2) 5-1/2 (2) in. rt = 3.31 in. d/Af = 1.39 Ix = 662 in.^4 Sx = 107 in.^3 rx = 5.34 in. Iy = 216 in.^4 Sy = 35.8 in.^3 ry = 3.05 in.
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