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Non-Contradictory Complementary Information SN001a-EN-EU NCCI: critical axial load for torsional and flexural torsional buckling modes

Publication Year

2005

Document Status

Current

Abstract

Discusses rules for working out the critical load for doubly symmetric I and H sections and hollow sections in uniform members with restraint. Covers torsional buckling and flexural-torsional buckling.

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