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Technical

AD 382: Bending resistance and moment-shear interaction limits for longitudinally stiffened beams designed to EN 1993-1-5

In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …

AD 381: Fatigue assessment of non-standard bridge details

The Advisory Desk has been made aware of some instances of fatigue failure in cross beam to main girder connections, arising from the use of a …

New and revised codes & standards From BSI updates April and May 2014

BRITISH STANDARDS BS 7608:2014 Guide to fatigue design and assessment of steel products Supersedes BS 7608:1993 BS EN PUBLICATIONS BS EN IS0 16810:2014 …

Test on 15m Span Composite Cellular Beam

Mark Lawson and Eleftherios Aggelopoulos of the SCI and Dennis Lam of the University of Bradford present the results from a recent test carried out at the …

Design of lapped gusset plate connections

Rules governing the design of single lapped gusset plate connections have not been updated for a number of years. Phil Francis, Senior Engineer at the Steel …

AD 380: What height of shear stud should be used in Eurocode 4?

In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …

Codes and Standards – March 2014

BRITISH STANDARDS WITHDRAWN BS EN 1403:1998 Corrosion protection of metals. Electrodeposited coatings. Method of specifying general requirements Superseded by …

Partitions: Dead or Alive?

Alastair Hughes explores the relationship between partitions and partial factors. Introduction Partition allowances make a significant contribution to the …

Wind Actions to BS EN 1991-1-4

For most buildings in the UK, wind action is an important influence on structural design. BS EN 1991-1-4:2005+A1:2010 (the UK implementation of Eurocode 1 Part …

AD 379: Tying resistances of full depth end plates

An SCI member has pointed out some inconsistencies in the tying resistances for full depth end plates given in P358 Joints in steel construction; Simple joints …

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