Research Article
Oct 1961
Stresses at a Re-Entrant Corner of a Plate
Publication: Journal of the Structural Division
Volume 87, Issue 7
Abstract
Floors of modern buildings unsupported by intermediate columns present re-entrant corners; stresses at corners are theoretically infinite, but become finite in immediate neighborhood of corner; thus practical design stresses can be obtained by substituting for actual plate, circular sector simply supported in its circular boundary and built in on its straight sides; such stresses are derived for case of circular sector with right angle cutout.
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Published In
Journal of the Structural Division
Volume 87 • Issue 7 • October 1961
Pages: 91 - 96
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Oct 1961
Published online: Feb 1, 2021
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Authors
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Mario G. Salvadori, F.ASCE
Prof. of Civ. Engrg. and Architecture, Columbia Univ., N. Y., and Assoc., Paul Weidlinger, Cons. Engr., New York, N.Y.
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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.