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Joints in steel construction: Moment-Resisting joints to Eurocode 3 (P398)

This publication covers the design of moment-resisting joints in accordance with Eurocode 3. Moment-resisting joints are typically found in portal frames and …

Resistance factors of Eurocode 3

Load factors and their combinations were reviewed in NSC November 2012 and January 2013. In this article Alastair Hughes switches attention to γM. In order to …

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) centrally in the …

New and revised codes and standards – August/September 2013

BS IMPLEMENTATIONS BS ISO 404:2013 Steel and steel products. General technical delivery requirements. No current standard is superseded BS ISO 7539-11:2013 …

The future of live load reduction – part two

In Part One (in the previous issue – NSC Vol 21, No 3) Alastair Hughes examined how the new regime of EN 1991-1-1:2002, together with its National Annex, …

Interim Report. Design of Portal Frames to Eurocode 3: An overview for UK designers

In the UK, designers of portal frame buildings have commonly used bespoke software specifically written for the analysis and member design in accordance with …

AD 376: Fire design of concrete-filled hollow steel columns to Eurocode 4

Depending on the constructional details, Section 4 of BS EN 1994-1-2 ¹ presents three alternative design procedures for fire design: Tabulated data for …

New and revised codes & standards: June & July 2013

BS EN PUBLICATIONS BS EN 13381-4:2013 Test methods for determining the contribution to the fire resistance of structural members. Applied passive protection …

The future of live load reduction – part one

Although EN 1991-1-1:2002’s recommendations for live load reduction are somewhat neutered by its UK National Annex, there remain subtle differences from BS …

AD 374: Design of gusset plate connections

Following a failure, in 2012, of a relatively long gusset plate connection, the SCI has looked into the performance of the behaviour of gusset plates subject …

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