Torsional resistance of a steel beam having stiffeners.
This investigation deals with the behavior of a simply supported 8WF17 beam, fifteen feet long, commonly used as a spandrel when a plate is welded to the bottom flange to carry the eccentric wall. The test was conducted at three torques equivalent to a two, four, and six inch brick wall ten feet hig...
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| Format: | Others |
| Language: | en |
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McGill University
1955
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| Online Access: | http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=109966 |