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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/
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 364 Welding stainless steel 2012 Current
Advisory Desk Note 365 Welding of shear studs to galvanized steel beams 2012 Current
Advisory Desk Note 366 Bolts and pins - background information 2012 Current
Advisory Desk Note 367 Construction loading for composite slabs - update to P364 2012 Current
Advisory Desk Note 368 Shear resistance of I-Sections in P363 2012 Current
Advisory Desk Note 369 Steel bearing piles: Pile driving formulae and driving resistance 2012 Current
Advisory Desk Note 370 Weld design for beam end plate connections in accordance with SCI P358 2012 Current
Advisory Desk Note 371 Design of cold-formed steel trapezoidal sheeting 2012 Current
Advisory Desk Note 372 Vibration checks of floors 2013 Current
Advisory Desk Note 373 Connections using preloaded bolts, subject to combined shear and tension 2013 Current
Advisory Desk Note 374 Design of gusset plate connections 2013 Current
Advisory Desk Note 375 BS 2853:2011 Steel overhead runway beams 2013 Current
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

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