Check the adequacy of Grade 250 steel beam shown to cary shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, ie. assume uniform stress distribution in web) Hints: You need to check capacity at both (1) support (pure shear) and (i) under the point load (shear + bending)

Check the adequacy of Grade 250 steel beam shown to cary shear force. Note that fy for flange and web are different. (No need to check clause 5.11.3, ie. assume uniform stress distribution in web) Hints: You need to check capacity at both (1) support (pure shear) and (i) under the point load (shear + bending)

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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Question

Check the adequacy of Grade 250 steel beam shown to carnry shear force. Note that fy for flange
and web are different. (No need to check clause 5.11.3, ie. assume uniform stress distribution
in web)
Hints:
You need to check capacity at both (1) support (pure shear) and (i) under the point load (shear +
bending)
400
14
300kN
40kN/m
700
2m
6m
200
Lightly welded monosymmetric cross-section
(dimensions are in mm)
Yield stress of flange f = 250 MPa
Yield stress of web f = 280 MPa
%3D

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