Steel Construction Institute

With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.

Website: http://www.steel-sci.org/
Email: reception@steel-sci.com

Documents by this publisher

Series details	Title	Year	Status
Advisory Desk Note 376	Fire design of concrete-filled hollow steel columns to Eurocode 4	2013	Current
Advisory Desk Note 377	Placement of headed stud shear connectors in troughs of profiled steel sheets with a central stiffener	2013	Current
Advisory Desk Note 378	Web resistance to transverse loads according to BS EN 1993-1-5	2013	Current
Advisory Desk Note 379	Tying resistances of full depth end plates	2014	Current
Advisory Desk Note 380	What height of shear stud should be used in Eurocode 4?	2014	Current
Advisory Desk Note 381	Fatigue assessment of non-standard bridge details	2014	Current
Advisory Desk Note 382	Bending resistance and moment-shear interaction limits for longitudinally stiffened beams designed to EN 1993-1-5	2014	Current
Advisory Desk Note 383	Use of alkali-zinc silicate paint in slip-resistant bolted connections	2014	Current
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