Moment rotation characteristics are obtained for a standard web connection for a 12 inch deep beam using high tensile bolts. Variables were 1) initial pre-tension 2) thickness of angle 3) ratio moment shear. The results obtained are compared with existing information. The rotation is found to be due to angle deformation and column deformation. The effect or the column flange stiffness on the connection characteristics are analyzed. The effect of the history of the connection is shown also. The determination or pre-tension in the bolts is described as well as the complete instrumentation and behaviour during test.
| Identifer | oai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.112014 |
| Date | January 1959 |
| Creators | Mathison, William. |
| Contributors | De Stein, 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 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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