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

dc.contributor.authorSutton, John Valvellen
dc.contributor.departmentArchitectural Engineeringen
dc.date.accessioned2015-06-23T19:12:24Zen
dc.date.available2015-06-23T19:12:24Zen
dc.date.issued1951en
dc.description.abstractThis 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.en
dc.description.degreeMaster of Scienceen
dc.format.extentiii, 45 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/53491en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Instituteen
dc.relation.isformatofOCLC# 24706851en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1951.S877en
dc.subject.lcshSpandrel beamsen
dc.subject.lcshColumnsen
dc.titleThe elastic effect of spandrels and columns on the moments in slabs due to vertical loadsen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineArchitectural Engineeringen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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