Research Article
Jan 1970
Spandrel-Slab Interaction
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 96, Issue 1
Abstract
The twisting moments in a spandrel and the bending moments in a slab, butting into it and uniformly loaded, are relaxed by the rotation and the horizontal and vertical displacements of the spandrel, as well as by the rotation of the columns. The influence of these relaxations may be significant and can be assessed by the tables of effective widths, slab bending moments, and spandrel twisting moments given in this paper.
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Published In
Journal of the Structural Division
Volume 96 • Issue 1 • January 1970
Pages: 89 - 106
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jan 1970
Published online: Feb 1, 2021
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Authors
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Mario G. Salvadori, F.ASCE
Prof. of Civ. Engrg. and Arch., Columbia Univ., and Partner, Paul Weidlinger, Consulting Engr., New York, N.Y.
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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.
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