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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 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
Advisory Desk Note 356 Design of compression stiffeners to BS EN 1993 2011 Current
Advisory Desk Note 357 Flexural buckling of Tees to EC3 2011 Current
Advisory Desk Note 358 Design thickness of cold formed members and sheeting 2011 Current
Advisory Desk Note 359 Weathering steel bolts 2011 Current
Advisory Desk Note 360 Movement joints in steel-framed buildings 2011 Current
Advisory Desk Note 361 Mono pitched portal frames in fire boundary conditions 2011 Current
Advisory Desk Note 362 Headed shear studs - resistance and minimum degree of shear connection in composite beams with decking 2011 Current
Advisory Desk Note 363 Geotechnical actions on structures - choice of partial factors 2011 Current

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