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/
Email: reception@steel-sci.com
Tel: +44 (0)1344 636525

Documents by this publisher

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Series details	Title	Year	Status
Advisory Desk Note 384	Welding in cold-formed zones	2014	Current
Advisory Desk Note 385	Questions and answers on SCI P391	2015	Current
Advisory Desk Note 386	Clarification of notch dimensions and shear resistances in SCI P358 (Green book on simple joints)	2015	Current
Advisory Desk Note 387	Elastic critical moment and correction factor g for bi-symmetric I sections	2015	Current
Advisory Desk Note 388	Partial factors for material properties for design in the UK	2015	Current
Advisory Desk Note 389	Acceptable design codes for CE marking of fabricated steelwork	2015	Current
Advisory Desk Note 390	Lateral torsional buckling of channels in accordance with EN 1993-1-1	2015	Current
Advisory Desk Note 391	Lateral torsional buckling of rectangular plates in accordance with BS EN 1993-1-1	2015	Current
Advisory Desk Note 392	Frame stability tool on www.steelconstruction.info	2015	Current
Advisory Desk Note 393	Minimum requirements for column splices in accordance with Eurocodes	2016	Current
Advisory Desk Note 394	New rules on the selection of execution class for structural steel	2016	Current
Advisory Desk Note 395	Nominally pinned connections and axial forces	2016	Current
Advisory Desk Note 396	Tying resistance of flexible end plates in one-sided connections	2016	Current
Advisory Desk Note 397	UK NA to BS EN 1991-1-3: General actions - snow loads	2016	Current
Advisory Desk Note 398	Net area for staggered holes in accordance with Eurocode 3	2016	Current
Advisory Desk Note 399	Design of partial penetration butt welds in accordance with BS EN 1993-1-8	2016	Current
Advisory Desk Note 400	Degree of shear connection in composite beams and SCI P405	2016	Current
Advisory Desk Note 401	Appropriate anchorage of parallel decking	2016	Withdrawn
Advisory Desk Note 401a	Appropriate anchorage of parallel decking. Revised	2017	Current
Advisory Desk Note 402	Design of end plate joints made with preloaded bolts subject to coincident shear and tension	2016	Current

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