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NSC Archives

Advisory Desk

AD 412: Issues related to coatings and availability of structural fasteners

Recently, SCI has received some queries related to the coatings and availability of structural fasteners. This advisory desk note addresses some of these …

AD 411: Design of web to flange welds in plate girders

The SCI Advisory Desk is frequently asked how to design the welds between the flange and web of a plate girder. The following note discusses the standard …

AD 410: Pouring concrete to a constant thickness or to a constant plane

Composite flooring systems comprising concrete and profiled steel decking supported by a grillage of primary and secondary steel members are a popular form of …

AD 409: Recent Blue and Orange Book developments

Recent restructuring within the UK steel industry has led to new developments in the provision of structural steel design information produced by SCI; …

AD 408: Effective length of cantilevers

SCI has recently been contacted regarding the effective length of cantilevers and the effective length factors applied for destabilizing loads which are …

AD 407: Section Classification

SCI have been advised that some checking authorities have questioned the approach to calculating α and ψ, which are found in Table 5.2 of BS EN 1993-1-1:2005 …

AD 406: Transient response factors in vibration analysis of staircases

SCI recommends that for most orthodox designs the transient response of a staircase should not be considered in design, as first implied by AD330 [1]. The …

AD 405: Vibration assessment of transient response factors

This advisory desk note clarifies advice given in SCI P354: Design of floors for vibration: a new approach, regarding the calculation of the transient response …

AD 401a: Appropriate anchorage of parallel decking (Revised)

Where profiled steel decking is parallel to the supporting beam, BS EN 1994-1-1 (incorporating corrigenda April 2009: 2004) allows the shear resistance of a …

AD 404: Columns in simple construction

SCI has received reports that some designers are disregarding the rules for the design of columns in braced frames (simple construction).  In some cases the …

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