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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

Documents by this publisher

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Series details Title Year Status
Advisory Desk Note 336 Execution class for bridge steelwork 2009 Current
Advisory Desk Note 337 Wind pressures for buildings with dominant openings 2009 Current
Advisory Desk Note 338 Guidance on the use of stainless steel 2009 Current
Advisory Desk Note 339 Stainless steel in contact with other metals 2009 Current
Advisory Desk Note 340 Elastic moduli of angle sections 2010 Current
Advisory Desk Note 341 Corrigenda for P362 2010 Current
Advisory Desk Note 342 Stainless steel fasteners 2010 Current
Advisory Desk Note 343 Position of reinforcing mesh relative to stud shear connectors in composite slabs 2010 Current
Advisory Desk Note 344 Levelling techniques for composite floors 2010 Current
Advisory Desk Note 345 Load factors in BS 5950-1:2000 for crane loading 2010 Current
Advisory Desk Note 346 Design actions during concreting for beams and decking in composite floors 2010 Current
Advisory Desk Note 347 Saw cutting of composite slabs to control cracking 2010 Current
Advisory Desk Note 348 Bolt resistance tables in the Eurocode blue book 2010 Current
Advisory Desk Note 349 Shear resistance of parallel flange channels in the Eurocode blue book 2010 Current
Advisory Desk Note 350 Heating pipes in composite floors - effects on slab beam design 2011 Current
Advisory Desk Note 351 Tension resistance of angles in SCI P363 2010 Current
Advisory Desk Note 352 Fatigue assessment of crane supporting structures to Eurocode 3 2011 Current
Advisory Desk Note 353 Execution class for bridge steelwork 2011 Current
Advisory Desk Note 354 Resistance of bolted connections in tension, for design to BS EN 1993-1-8 2011 Current
Advisory Desk Note 355 Hydrogen embrittlement of bolts 2011 Current

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