In riveted beam to column web connections the relationship between the connection‘s end rotation and moment have received considerable attention in the past. Numerous tests and studies have been made using various combinations of beams, connections and column sizes. However, little is known about the relationship of moment and rotation in high-tensile bolted beam to column connections.
| Identifer | oai:union.ndltd.org:LACETR/oai:collectionscanada.gc.ca:QMM.113444 |
| Date | January 1961 |
| Creators | Leon, Emmanuel. V. |
| 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. |
Page generated in 0.0215 seconds