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AD 400: The degree of shear connection in composite beams and SCI P405

AD 400: The degree of shear connection in composite beams and SCI P405

The stud resistances presented in both BS 5950-3.1 (as amended in 2010) and BS EN 1994-1-1 are lower than those given in the previous..

September 8, 2016
Design of composite beams with a reduced level of shear connection

Design of composite beams with a reduced level of shear connection

Dr Graham Couchman considers SCI’s new publication P405 Minimum degree of shear connection rules for UK construction to Eurocode 4...

November 12, 2015
Shear connection rules to Eurocode 4 published by SCI

Shear connection rules to Eurocode 4 published by SCI

Steel Construction Institute (SCI) has published ‘Minimum degree of shear connection rules for UK construction to Eurocode 4’, guidance..

November 11, 2015
Strengthening existing steelwork

Strengthening existing steelwork

Dorota Koschmidder-Hatch of SCI describes the general principles of strengthening existing steel sections. Strengthening implies the..

November 4, 2014
Test on composite beam to improve Eurocode 4

Test on composite beam to improve Eurocode 4

The Steel Construction Institute (SCI) along with a number of universities, including the University of Bradford, has won an EU project..

September 23, 2013
AD 377: Placement of headed stud shear connectors in troughs of profiled steel sheets with a central stiffener

AD 377: Placement of headed stud shear connectors in troughs of profiled steel sheets with a central stiffener

Some types of profiled steel sheets (PSS) have a central stiffener in the trough, which makes it impossible to place the headed stud(s)..

September 23, 2013