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Advisory Desk Note 387 Elastic critical moment and correction factor g for bi-symmetric I sections

Publication Year

2015

Document Status

Current

Abstract

Provides guidance for the use and impact of correction factor g in elastic critical moment calculations.

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