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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

Page 14 of 41

Series details Title Year Status
Advisory Desk Note 482 Responsibilities for reinforcement design and detailing in composite slabs and beams 2022 Current
Advisory Desk Note 483 Correction to SCI P406 (Determining design displacements for bridge movement bearings) 2022 Current
Advisory Desk Note 485 Continuity of additional bar reinforcement for fire in composite floors 2022 Current
Advisory Desk Note 487 Correction to EN 1993-1-3 2022 Current
Advisory Desk Note 488 Thickness of galvanizing 2022 Current
Advisory Desk Note 490 Vibration response: root-mean-quad acceleration 2022 Current
Advisory Desk Note 492 Effective length of valley columns out of the plane of a portal frame 2022 Current
Advisory Desk Note 494 Practical slenderness limits for compression members 2022 Current
Advisory Desk Note 495 Resistance of shear studs in trapezoidal decking with transverse ribs 2022 Current
Advisory Desk Note 498 Modelling composite floors for vibration 2022 Current
Advisory Desk Note 499 Thermal expansion in car parks 2022 Current
Advisory Desk Note 501 Pre-loadable bolting assemblies 2023 Current
Advisory Desk Note 502 Design to BS 5950 and other standards V02 2023 Current
Advisory Desk Note 503 Design of struts for self-weight bending 2023 Current
Advisory Desk Note 504 Web to flange welds in box sections subject to bending and torsion 2023 Current
Advisory Desk Note 505 Bolts in 3 and 4mm thick steel 2023 Current
Advisory Desk Note 506 Effective length of equivalent T-stubs 2023 Current
Advisory Desk Note 507 Galvanizing steel of grade S460M 2023 Current
Advisory Desk Note 508 Wind loads on roofs of multispan portal frame buildings 2023 Current
Advisory Desk Note 509 Non-slip connections in wind bracing 2023 Current

Page 14 of 41