Longitudinal Plate and Through Plate-to-Hollow Structural Section Welded Connections
Author:
Affiliation:
1. Research Fellow,Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.
2. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A4%28478%29
Reference13 articles.
1. AISC. (1997). “Hollow structural sections connections manual.” American Institute of Steel Construction Chicago.
2. Canadian Standards Association (CAN/CSA)-G40.20/G40.21-98. (1998a). “General requirements for rolled or welded structural quality steel.” Canadian Standards Association Toronto.
3. CAN/CSA-G312.3-98 (1998b). “Metric dimensions of structural steel shapes and hollow structural sections.” Canadian Standards Association Toronto.
4. Design Guidelines for Longitudinal Plate to HSS Connections
5. Yield line analysis of RHS connections with axial loads
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