Research Article
Mar 1981
Simplified Analysis of Edge Stiffened Cantilever Slabs
Author: Baidar BakhtAuthor Affiliations
Publication: Journal of the Structural Division
Volume 107, Issue 3
Abstract
A realistic analysis of edge stiffened cantilever slabs having linearly varying thickness in one direction (and subjected to concentrated loads) is usually done by rigorous methods that are either computer based or are too complex for everyday design office use. Semigraphical manual methods are presented which provide solutions comparable to those given by rigorous methods. The methods provide longitudinal moments in the slab and also the maximum hogging and sagging moments in the edge beams. The charts are based on grillage analogy analyses of slabs and therefore are subjected to the same limitations as the grillage analogy method, which is demonstrated to conform closely to the classical plate solution for plates of varying thickness.
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Published In
Journal of the Structural Division
Volume 107 • Issue 3 • March 1981
Pages: 535 - 550
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Mar 1981
Published online: Feb 1, 2021
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Baidar Bakht
Sr. Research Officer, Research and Development Div., Ontario Ministry of Transportation and Communications, 1201 Wilson Avenue, Central Building, Downsview, Ontario M3M lJ8 Canada
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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.