Research Article
Jan 1953
Thin-Walled Members in Combined Torsion and Flexure
Publication: Transactions of the American Society of Civil Engineers
Volume 118, Issue 1
Abstract
Stresses and deformations are investigated for thin-walled open section beams loaded in a manner that produces combined flexure and torsion. The analysis is based on the fundamental equations given by J. N. Goodier. It is shown that the expression for rotations of cross sections is analogous to the equation of equilibrium for a laterally loaded tie rod and, because of the analogy, approximate solutions are available in important practical cases, the accuracy of which may be easily estimated.
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Published In
Transactions of the American Society of Civil Engineers
Volume 118 • Issue 1 • January 1953
Pages: 128 - 146
Copyright
© 1953 American Society of Civil Engineers.
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Published in print: Jan 1953
Published online: Feb 10, 2021
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Warner Lansing
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.