Research Article
Jan 1961
Simply Supported Corner Plate
Authors: Mario G. Salvadori, F.ASCE, and H. C. RegginiAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 2
Abstract
A corner plate, simply supported on two parallel boundaries each of which is composed of two semi-infinite straight lines meeting at right angles, is uniformly loaded. Bending and twisting moments and shears and boundary reactions in the plate are determined by finite-difference integration of the corresponding boundary value problem. The penetration into the side strips of the disturbance represented by the corner is shown to be practically negligible at a distance from the inner corner of the order of the width of the side strips.
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Published In
Transactions of the American Society of Civil Engineers
Volume 126 • Issue 2 • January 1961
Pages: 537 - 549
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Jan 1961
Published online: Feb 10, 2021
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Mario G. Salvadori, F.ASCE
Prof. of Civ. Engrg., Columbia Univ., New York, N. Y., and Assoc., Paul Weidlinger, Cons. Engrs., New York, N. Y.
H. C. Reggini
Assoc. Prof., Buenos Aires Univ., Buenos, Aires, Argentina, and Assoc., H. Fernantezlong, Cons. Engr., Buenos Aires, Argentina
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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.
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.