Check the adequacy of Grade 250 steel beam shown to carry shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, i.e. assume uniform stress distribution in web) Hints: You need to check capacity at both (i) support (pure shear) and (ii) under the point load (shear + bending) 300kN 2m 40kN/m 6m 14 ↓ 14 400 200 8 700 Lightly welded monosymmetric cross-section (dimensions are in mm) Yield stress of flange fyf = 250 MPa Yield stress of web fyw = 280 MPa

Check the adequacy of Grade 250 steel beam shown to carry shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, i.e. assume uniform stress distribution in web) Hints: You need to check capacity at both (i) support (pure shear) and (ii) under the point load (shear + bending) 300kN 2m 40kN/m 6m 14 ↓ 14 400 200 8 700 Lightly welded monosymmetric cross-section (dimensions are in mm) Yield stress of flange fyf = 250 MPa Yield stress of web fyw = 280 MPa

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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