A W250 x 167 section is used as a column of hinged ends with a length of 6m. To what extent along the plane of the web could an eccentric load of 200 kN be placed. Fy= 248 MPa and E= 200 GPa. Use the formula for combined stress. W250 x 167 properties: A = 21300 mm² Sx=2080 x 10¹ mm³ rx = 119 mm Sy=746 x 10³ mm³ ry= 68.10 mm

A W250 x 167 section is used as a column of hinged ends with a length of 6m. To what extent along the plane of the web could an eccentric load of 200 kN be placed. Fy= 248 MPa and E= 200 GPa. Use the formula for combined stress. W250 x 167 properties: A = 21300 mm² Sx=2080 x 10¹ mm³ rx = 119 mm Sy=746 x 10³ mm³ ry= 68.10 mm

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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