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Continuity Plates in the Connections of I-Beam to Box Column have been Replaced with Novel External StiffenerBy Mohammad Mehdi Masoumi, Navid Chalangaran
Abstract: This paper addresses the implementation difficulties of continuity plates inside of box-column, where the I beam is connected by a novel design. In this design, there is no continuity plate inside the box-column. At the end of the beam, where it should be connected to the column, its flanges are symmetrically cut and connected to the beam with two divergent plates as external stiffeners which can distinguishably be noted a …
Published in Journal of Structural Engineering and Management · Vol. 4, Issue 1, 2017 · pp. 19–26 Read article →