When a beam carries a load, which does not act through its shear center, torsional stresses are introduced along with the flexural stresses. Torsion may be a serious factor in producing beam failures. Rib reinforcement can reduce torsional stresses and angles of twist. The purpose of this investigation was to determine the influence web stiffeners have on these stresses and twist angles.
| Identifer | oai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.110268 |
| Date | January 1956 |
| Creators | Neis, Vernon V. |
| Contributors | Joly, G.W. (Supervisor) |
| Publisher | McGill University |
| Source Sets | Library and Archives Canada ETDs Repository / Centre d'archives des thèses électroniques de Bibliothèque et Archives Canada |
| Language | English |
| Detected Language | English |
| Type | Electronic Thesis or Dissertation |
| Format | application/pdf |
| Coverage | Master of Engineering. (Department of Engineering.) |
| Rights | All items in eScholarship@McGill are protected by copyright with all rights reserved unless otherwise indicated. |
| Relation | alephsysno: NNNNNNNNN, Theses scanned by McGill Library. |
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