Shear Connection in Composite Beams

by R. Mark Lawson, Steel Construction Inst, Ascot, United Kingdom,



Document Type: Proceeding Paper

Part of: Composite Construction in Steel and Concrete II

Abstract:

This paper considers the influence of the shape of the deck profile on the shear connection of composite beams. It was found that the existing strength reduction factor can be unconservative in some cases, and an alternative formula is proposed which gives better agreement with respect to composite beam tests and to small-scale push out tests from various sources.



Subject Headings: Shear strength | Shear tests | Composite beams | Structural strength | Decks | Connections (structural) | Existing buildings | Agreements and treaties

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