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dc.contributor.authorBottenhofer, Anton J.en
dc.date.accessioned2014-03-14T21:36:27Zen
dc.date.available2014-03-14T21:36:27Zen
dc.date.issued1955-08-19en
dc.identifier.otheretd-05192010-020046en
dc.identifier.urihttp://hdl.handle.net/10919/42740en
dc.description.abstractThere has been no attempt made in this paper to compare the results contained herein to any results secured from previous experimental work. The equations presented are complete in themselves. Development of the equations for the abutments has been independent of the angle of skew. Therefore, they may be used with any solution or this type tor a slab of like material and same length knee, skewed at any angle. As a special case, a right rigid-frame bridge could also be analyzed by this method.en
dc.format.extent68 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.isformatofOCLC# 25776524en
dc.relation.haspartLD5655.V855_1955.B677.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1955.B677en
dc.subject.lcshBridges -- Abutmentsen
dc.subject.lcshShort-span bridgesen
dc.titleAnalysis of vertical rectangular abutments of a skewed rigid frame bridge for bending and extensionen
dc.typeThesisen
dc.contributor.departmentApplied Mechanicsen
dc.description.degreeMaster of Scienceen
thesis.degree.nameMaster of Scienceen
thesis.degree.levelmastersen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.disciplineApplied Mechanicsen
dc.contributor.committeechairPardue, Louis A.en
dc.contributor.committeememberPletta, Dan H.en
dc.contributor.committeememberFrederick, Danielen
dc.type.dcmitypeTexten
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-05192010-020046/en
dc.date.sdate2010-05-19en
dc.date.rdate2010-05-19en
dc.date.adate2010-05-19en


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