A rolled steel beam section ISHB 150 @ 265.85 N/m is used as a stanchion and has an unsupported length of 4.5m. It is effectively held in position but not restrained against rotation at both ends. If the yield stress for steel is 250 N/mm2, then the axial load this stanchion can carry is. kN Properties of ISHB 150 @ 265.85 N/m are: A 3448 mm²; rxx = 65mm and ryy = 35.4mm For fy= 250 N/mm² A 120 130 140 150 Permissible stress oac (N/mm²) 64 57 51 45

A rolled steel beam section ISHB 150 @ 265.85 N/m is used as a stanchion and has an unsupported length of 4.5m. It is effectively held in position but not restrained against rotation at both ends. If the yield stress for steel is 250 N/mm2, then the axial load this stanchion can carry is. kN Properties of ISHB 150 @ 265.85 N/m are: A 3448 mm²; rxx = 65mm and ryy = 35.4mm For fy= 250 N/mm² A 120 130 140 150 Permissible stress oac (N/mm²) 64 57 51 45

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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