A W360 x 122 section is used as a column with an effective length of 10 m. Determine themaximum load that can be carried at an eccentricity of 300 mm. Should the load be placed onthe X or Y axis? Assume oy, = 290 MPa and E = 200 GPa.(From the Table of Properties of a Wide-Flange, gives the properties of a W360 x 122 section as A= 15,500 mm² , Sx = 2 010 x 10³ mm³, and least r = 63.0)%3D

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A W360 x 122 section is used as a column with an effective length of 10 m. Determine the maximum load that can be carried at an eccentricity of 300 mm. Should the load be placed on the X or Y axis? Assume oyp = 290 MPa and E = 200 GPa. (From the Table of Properties of a Wide-Flange, gives the properties of a W360 x 122 section as A = 15,500 mm² , Sx = 2 010 x 10³ mm³, and least r = 63.0)

A W360 x 122 section is used as a column with an effective length of 10 m. Determine the maximum load that can be carried at an eccentricity of 300 mm. Should the load be placed on the X or Y axis? Assume oyp = 290 MPa and E = 200 GPa. (From the Table of Properties of a Wide-Flange, gives the properties of a W360 x 122 section as A = 15,500 mm² , Sx = 2 010 x 10³ mm³, and least r = 63.0)

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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