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Advisory Desk Note 416 Artificially reducing the effective width of slab to satisfy shear connection requirements

Publication Year

2018

Document Status

Current

Abstract

Discusses problems found in composite construction and shear connection requirements, from design calculations given in BS 5950-3.1 and BS EN 1994-1-1 to practical experiences. Recommends P405 Minimum degree of shear connection rules for UK construction to Eurocode 4 (SCI, 2015).

Author

Aggelopoulos, E.

Publisher Information

Steel Construction Institute

With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.

Silwood Park
Ascot
SCI
UK

Website: http://www.steel-sci.org/
Email: reception@steel-sci.com
Tel: +44 (0)1344 636525