Web crippling of hot-rolled beams at stiffened-seat connections
The current end web crippling design equations are based on a collapse mechanism developed for interior web crippling of short-span plate girders. Yield-line theory and the mechanism solution were used to derive an expression for the web crippling capacity of a plate girder subjected to an interior...
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| Format: | Others |
| Language: | en |
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/46143 http://scholar.lib.vt.edu/theses/available/etd-12052009-020154/ |