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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 10 of 37

Series details Title Year Status
Advisory Desk Note 403 Steel strengths for fabricated haunches 2017 Current
Advisory Desk Note 404 Columns in simple construction 2017 Current
Advisory Desk Note 405 Vibration assessment of transient response factors 2017 Current
Advisory Desk Note 406 Transient response factors in vibration analysis of staircases 2017 Current
Advisory Desk Note 407 Section classification 2017 Current
Advisory Desk Note 408 Effective length of cantilevers 2017 Current
Advisory Desk Note 409 Recent blue and orange book developments 2017 Current
Advisory Desk Note 410 Pouring concrete to a constant thickness or to a constant plane 2017 Current
Advisory Desk Note 411 Design of web to flange welds in plate girders 2017 Withdrawn
Advisory Desk Note 411 Design of web to flange welds in plate girders 2017 Current
Advisory Desk Note 412 Issues related to coatings and availability of structural fasteners 2017 Current
Advisory Desk Note 413 Shear resistances of M12 bolts 2018 Current
Advisory Desk Note 414 Slip resistant connections to BS EN 1993-1-8 2018 Current
Advisory Desk Note 415 Vertical tying of columns and column splices 2018 Current
Advisory Desk Note 416 Artificially reducing the effective width of slab to satisfy shear connection requirements 2018 Current
Advisory Desk Note 418 Web-post buckling in composite beams with rectangular and elongated web openings 2018 Current
Advisory Desk Note 419 Composite beams with different positions of web openings 2018 Current
Advisory Desk Note 420 Minimum values of shear and bending moment in beams with web openings 2018 Current
Advisory Desk Note 421 Design responsibility for welds in fabricated plate girders 2018 Current
Advisory Desk Note 422 Punching shear check for fin plates in P358 2018 Current

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