An efficient modified flanges only method for plate girder bending resistance calculation

The very popular “Flange Only” method suggested in the BS 5950 for calculation of bending resistance of plate girder with Class 4 slender web is studied and compared with the more complicated effective width method adopted by the EC3. It is shown that within all practical range of web depth to th...

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Bibliographic Details
Main Authors: Lee, Chi King, Chiew, Sing Ping
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2014
Subjects:
Online Access:https://hdl.handle.net/10356/102073
http://hdl.handle.net/10220/18864
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Institution: Nanyang Technological University
Language: English
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