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dc.contributor.authorBottenhofer, Anton J.en_US
dc.date.accessioned2014-03-14T21:36:27Z
dc.date.available2014-03-14T21:36:27Z
dc.date.issued1955-08-19en_US
dc.identifier.otheretd-05192010-020046en_US
dc.identifier.urihttp://hdl.handle.net/10919/42740
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_US
dc.format.mediumBTDen_US
dc.publisherVirginia Techen_US
dc.relation.haspartLD5655.V855_1955.B677.pdfen_US
dc.subjectShort-span bridgesen_US
dc.subject.lccLD5655.V855 1955.B677en_US
dc.titleAnalysis of vertical rectangular abutments of a skewed rigid frame bridge for bending and extensionen_US
dc.typeThesisen_US
dc.contributor.departmentApplied Mechanicsen_US
dc.description.degreeMaster of Scienceen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelmastersen_US
thesis.degree.grantorVirginia Polytechnic Instituteen_US
thesis.degree.disciplineApplied Mechanicsen_US
dc.contributor.committeechairPardue, Louis A.en_US
dc.contributor.committeememberPletta, Dan H.en_US
dc.contributor.committeememberFrederick, Danielen_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-05192010-020046/en_US
dc.date.sdate2010-05-19en_US
dc.date.rdate2010-05-19
dc.date.adate2010-05-19en_US


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