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Elastic web bend-buckling analysis of longitudinally stiffened I-section girders

✍ Scribed by Eun-Young Cho; Dong-Ku Shin


Book ID
107697245
Publisher
Korean Society of Steel Construction
Year
2011
Tongue
English
Weight
625 KB
Volume
11
Category
Article
ISSN
1598-2351

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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