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Bolted tension flanges joining square hollow section members
Authors:Ben Kato  Akiyoshi Mukai
Affiliation:Department of Structural Engineering, University of Tokyo, 7-3-1, Hongo, Bunko-ku, Tokyo 113, Japan
Abstract:Tests and theoretical analysis on the maximum strength of high strength bolted tension flanges joining square hollow section members have been carried out. Yield line theory has been applied in a similar way to that presented in a previous paper. Correlation between test results and theoretical predictions is quite satisfactory. Based on this study, a simple design formula has been proposed.
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