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Advisory Desk Note 402 Design of end plate joints made with preloaded bolts subject to coincident shear and tension

Publication Year

2016

Document Status

Current

Abstract

Provides further information regarding checks and behaviour of connections subject to combined shear and tension.

Document History

See also AD373 Connections using preloaded bolts, subject to combined shear and tension (SCI, 2013).

Author

Henderson, R.

Publisher Information

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