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- Title
Discussion of “Proposals for limit states torsional strength design of wide-flange steel members”.
- Authors
Bedair, Osama
- Abstract
The article presents the proposal to evaluate the torsional behaviour of steel members and questions the correctness of the proposed design equation, as they violate the principles of structural mechanics under the Canadian steel standards (CSA S16). It presents several interaction equations used by the author as a basis to examine the strength of columns under compression, biaxial bending and torsion. The elastic beam theory served as the basis of all the equations and warping stress distributions.
- Subjects
TORSION; DEFORMATIONS (Mechanics); STRAINS &; stresses (Mechanics); IRON &; steel columns; STEEL; BEAM dynamics; EQUATIONS; STRUCTURAL analysis (Engineering); CIVIL engineering
- Publication
Canadian Journal of Civil Engineering, 2008, Vol 35, Issue 10, p1183
- ISSN
0315-1468
- Publication type
Article
- DOI
10.1139/L08-080