The lateral-torsional buckling of unrestrained steel beams in fire
β Scribed by C.G. Bailey; I.W. Burgess; R.J. Plank
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 952 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0143-974X
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π SIMILAR VOLUMES
Flexural strength limits of steel single-angle section beams should be calculated based on the full plastic moment capacities, local buckling resistance and lateral torsional buckling capacities of the angle sections. The angle section beams are generally under the effect of external loads applied a
This paper describes the behaviour of restrained steel columns in fire. It follows the introduction of extra load into the column through the axial restraint of the surrounding cooler structure and the consequential buckling. Key to this understanding is the post-failure behaviour and re-stabilisati