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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| Main Authors: | , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2014
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| 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 |