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1. The column shown has an unbraced length of 4.8 m. The column carries a concentric load of 440 kN and an eccentric load of 660 kN applied along the y-y axis and 75 mm from the x-x axis. Determine the adequacy of the column using AISC Specs. Fy = 248 MPa, Fbx = 138 MPa, E= 200 GPa, k = 1.0, Cm = 0.85. 200 x 6 mm cover plate 200mm 6mm 4.8 m P1=660 kN ey=75 mm P2=440 kN W410 x 149

1. The column shown has an unbraced length of 4.8 m. The column carries a concentric load of 440 kN and an eccentric load of 660 kN applied along the y-y axis and 75 mm from the x-x axis. Determine the adequacy of the column using AISC Specs. Fy = 248 MPa, Fbx = 138 MPa, E= 200 GPa, k = 1.0, Cm = 0.85. 200 x 6 mm cover plate 200mm 6mm 4.8 m P1=660 kN ey=75 mm P2=440 kN W410 x 149

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. The column shown has an unbraced length of 4.8 m. The column carries a concentric load of 440 kN and an eccentric load of 660 kN applied along the y-y axis and 75 mm from the x-x axis. Determine the adequacy of the column using AISC Specs. Fy = 248 MPa, Fbx = 138 MPa, E = 200 GPa, k = 1.0, Cm = 0.85. 200mm -200 x 6 mm cover plate ty 6mm 4.8 m P1=660 kN ey=75 mm P2=440 kN W410 x 149 200 x 6 mm W 410 x 149 A = 19000 mm2 cover plate Ix = 619x10° mm ly = 77.7x10° mm P= P1+P2 Mx = P1ey1+P2ey2 d = 431 mm ey1=75mm,ey2=0
Transcribed Image Text:1. The column shown has an unbraced length of 4.8 m. The column carries a concentric load of 440 kN and an eccentric load of 660 kN applied along the y-y axis and 75 mm from the x-x axis. Determine the adequacy of the column using AISC Specs. Fy = 248 MPa, Fbx = 138 MPa, E = 200 GPa, k = 1.0, Cm = 0.85. 200mm -200 x 6 mm cover plate ty 6mm 4.8 m P1=660 kN ey=75 mm P2=440 kN W410 x 149 200 x 6 mm W 410 x 149 A = 19000 mm2 cover plate Ix = 619x10° mm ly = 77.7x10° mm P= P1+P2 Mx = P1ey1+P2ey2 d = 431 mm ey1=75mm,ey2=0
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