A continuous three-panel by three-panel building slab analysis.

An approximate elastic analysis of a uniformly loaded reinforced concrete floor system is presented. The approach used is to replace the slab with an equivalent orthogonal grid of elastic beams possessing torsional and flexural stiffness. The uniform load is divided into equivalent concentrated load...

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Bibliographic Details

Main Author:	Dell, Jack Harold
Other Authors:	Hirsch, T. J. (degree committee member.), Kozik, Thomas J. (degree committee member.), Moore, Bill C. (degree committee member.), Samson, Charles H. (degree committee member.)
Format:	Thesis Book
Language:	English
Published:	[College Station, Tex.], 1966.
Subjects:	Major civil engineering. Academic theses.
Online Access:	Link to ProQuest copy Link to OAKTrust copy