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A column made up of W 10 x 33 section is 8m in length Determine the safe axial load the column can carry using AISC specifications with Fy= 345 MPa when column end- are fixed. Properties of W 310 x 118 A = 16265 mm² rx = 106.68 mm ry=749.28 mm CIVIL ENGINEERING STEEL DESIGN

A column made up of W 10 x 33 section is 8m in length Determine the safe axial load the column can carry using AISC specifications with Fy= 345 MPa when column end- are fixed. Properties of W 310 x 118 A = 16265 mm² rx = 106.68 mm ry=749.28 mm CIVIL ENGINEERING STEEL DESIGN

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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A column made up of W 10 x 33 section is 8m in length Determine the safe axial load the column can carry using AISC specifications with Fy= 345 MPa when column ends are fixed. Properties of W 310 x 118 A = 16265 mm² rx = 106.68 mm ry = 749.28 mm CIVIL ENGINEERING STEEL DESIGN
Transcribed Image Text:A column made up of W 10 x 33 section is 8m in length Determine the safe axial load the column can carry using AISC specifications with Fy= 345 MPa when column ends are fixed. Properties of W 310 x 118 A = 16265 mm² rx = 106.68 mm ry = 749.28 mm CIVIL ENGINEERING STEEL DESIGN
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