Research Article
Jan 1953
Torsion of I-Type and H-Type Beams
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 118, Issue 1
Abstract
Beginning with a review of pure torsion and torsion bending of I-type and H-type sections, the basic differential equation is obtained for the twisting of such sections. The stresses resulting from twist-namely, the simple torsional stresses and longitudinal and shearing stresses due to warping restraints-are discussed from the engineering viewpoint. Particular solutions of the differential equation are obtained for various warping conditions at the ends, and it is shown how these solutions are combined to formulate and analyze various problems, including that of a framed floor panel.
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Transactions of the American Society of Civil Engineers
Volume 118 • Issue 1 • January 1953
Pages: 771 - 790
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© 1953 American Society of Civil Engineers.
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Published in print: Jan 1953
Published online: Feb 10, 2021
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John E. Goldberg, M.ASCE
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.