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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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