A thin-webbed welded steel plate girder (h/t = 370:1) was tested up to an average shear stress of 13 ksi, or three times the Timoshenko critical load. Local yielding occurred during the initial loading, but subsequent performance was elastic. Strains were recorded in two panels (d/h = 0.5) subjected to combined shear and bending, and in the adjacent stiffeners and flanges.
| Identifer | oai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.109533 |
| Date | January 1953 |
| Creators | Kennedy, David H. |
| Contributors | DeStein, J. (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 Civil Engineering and Applied Mechanics.) |
| 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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