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Elastic, lateral-torsional stability of beams: Moment modification factor

✍ Scribed by Archibald N. Sherbourne; Mahesh D. Pandey


Publisher
Elsevier Science
Year
1989
Tongue
English
Weight
744 KB
Volume
13
Category
Article
ISSN
0143-974X

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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