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2. A steel column having a section shown is 8 m long. A load P = 100 kN is applied at 140 mm from the y-y axis and 180 mm from the x-x axis. Determine the adequacy of column using AISC Specs. Fy 248 MPa, Fbx 150 MPa, Fby 180 MPa, k = 1.0, Cmx Cmy = 1.0. 140mm P 100 kN 180 mm 15 180mm 8 m 120 240mm 10 - 15

2. A steel column having a section shown is 8 m long. A load P = 100 kN is applied at 140 mm from the y-y axis and 180 mm from the x-x axis. Determine the adequacy of column using AISC Specs. Fy 248 MPa, Fbx 150 MPa, Fby 180 MPa, k = 1.0, Cmx Cmy = 1.0. 140mm P 100 kN 180 mm 15 180mm 8 m 120 240mm 10 - 15

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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2. A steel column having a section shown is 8 m long. A load P = 100 kN is applied at 140 mm from the y-y axis and 180 mm from the x-x axis. Determine the adequacy of column using AISC Specs. Fy 248 MPa, Fbx = 150 MPa, Fby 180 MPa, k = 1.0, Cmx = Cmy = 1.0. 140mm P 100 kN 180 mm 15 180mm 8 m 120 240mm 10 15
Transcribed Image Text:2. A steel column having a section shown is 8 m long. A load P = 100 kN is applied at 140 mm from the y-y axis and 180 mm from the x-x axis. Determine the adequacy of column using AISC Specs. Fy 248 MPa, Fbx = 150 MPa, Fby 180 MPa, k = 1.0, Cmx = Cmy = 1.0. 140mm P 100 kN 180 mm 15 180mm 8 m 120 240mm 10 15
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