The elastic effect of spandrels and columns on the moments in slabs due to vertical loads

• Main Author: Sutton, John Valvell
• Other Authors: Architectural Engineering
• Format: Others
• Language: en_US
• Published: Virginia Polytechnic Institute 2015
• Subjects: LD5655.V855 1951.S877; Spandrel beams; Columns
• Online Access: http://hdl.handle.net/10919/53491

This thesis will be concerned with the comparison of results obtained from the mathematical and experimental solution of flat plates supported by beams and columns. The experimental solution is taken from a thesis by John W. Flemer,¹ also for the degree of Master of Science in Architectural Engineering at Virginia Polytechnic Institute. Mathematical solutions of the problem with both pinned and fixed edges will be worked out and the comparison made. The method of difference equations as developed by Dr. H. Marcus,³ translated into English and explained by Joseph A. Wise,⁴ and the superposition principle as described by D.L. Holl⁵ will be used in these solutions of the problems. It is hoped that this thesis will be of use in the investigation of the problem of flat plates. This thesis is not meant to be an end in itself, but only one of the many means toward the goal of a more exact solution of flat plates to be available for the use of the designing engineer. === Master of Science