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Advisory Desk Note 400 Degree of shear connection in composite beams and SCI P405
Publication Year
2016
Document Status
Current
Abstract
Highlights the verification problems caused by differences in guidance for stud resistances in composite beams, namely the 2010 amendment for BS 5950-3.1 and BS EN 1994-1-1. The minimum degree of shear connection rules offered in SCI P405 could be used to overcome the difficulties.
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
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