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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
Website: http://www.steel-sci.org/
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Documents by this publisher

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Series details Title Year Status
Advisory Desk Note 456 Impact forces on car parks 2020 Current
Advisory Desk Note 457 'Bimoment' in Eurocode design 2020 Current
Advisory Desk Note 458 Web panel shear resistance 2021 Current
Advisory Desk Note 459 Shear resistance of stainless steel fixings 2021 Current
Advisory Desk Note 460 Amendment A2 to EN 1993-1-4 2021 Current
Advisory Desk Note 461 Anchorage of bars in the troughs of composite slabs 2021 Current
Advisory Desk Note 462 Buckling length of compression members in cross bracing 2021 Current
Advisory Desk Note 464 Clarification of the reference strain rate in EN 1993-1-10 2021 Current
Advisory Desk Note 466 Probability factors applied to characteristic wind and snow loads for non-standard return periods 2021 Current
Advisory Desk Note 467 Use of washers in single bolt lap joints 2021 Current
Advisory Desk Note 468 Error in P359 formula for shrinkage-induced deflection of a composite slab 2021 Current
Advisory Desk Note 469 P385 Design of steel beams in torsion - error in example 3 2021 Current
Advisory Desk Note 470 Moments due to eccentricity at a column splice 2021 Current
Advisory Desk Note 471 Second order moments for splice design 2022 Current
Advisory Desk Note 472 Design loads for splices in columns continuous through transfer structures 2021 Current
Advisory Desk Note 474 Elastic critical moment for lateral torsional buckling using design software 2021 Current
NCCI: continuous strength method for structural stainless steel design 2013 Current
NCCI: design recommendations for hot-finished elliptical hollow sections 2011 Current
Non-Contradictory Complementary Information PN001a-GB NCCI: resistance of headed stud shear connectors in transverse sheeting 2009 Current
Non-Contradictory Complementary Information PN002a-GB NCCI: modified limitation on partial shear connection in beams for buildings 2009 Current

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