An unstiffened web of ISMB 500 is subjected to transverse loading. The web of I section is free from shear buckling. The yield and ultimate tensile strength of steel are 250 MPa and 410 MPa respectively. The partial safety factor against yielding and ultimate tensile strength are Ymo i 1.10 and Ym1 = 1.25 respectively. Thickness of the web is 10.2 mm and thickness of flange is 17.2 mm the design shear capacity of I section is %D %3D kN.

An unstiffened web of ISMB 500 is subjected to transverse loading. The web of I section is free from shear buckling. The yield and ultimate tensile strength of steel are 250 MPa and 410 MPa respectively. The partial safety factor against yielding and ultimate tensile strength are Ymo i 1.10 and Ym1 = 1.25 respectively. Thickness of the web is 10.2 mm and thickness of flange is 17.2 mm the design shear capacity of I section is %D %3D kN.

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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