The analysis of arched trussed bents by moment and thrust distribution

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dc.contributor.authorBrown, Richard Burtonen
dc.contributor.departmentApplied Mechanicsen
dc.date.accessioned2015-06-23T19:12:30Zen
dc.date.available2015-06-23T19:12:30Zen
dc.date.issued1952en
dc.description.abstractThe neutral point of a truss-column joint can be determined very easily, using the thrust stiffnesses. Once the neutral point is determined the moment and thrust distribution about the neutral point may be performed quite rapidly, since the thrusts and moments converge more rapidly about the neutral point than about the joint. The actual process of distribution of moments and thrusts follows the pattern outlined by Professor D.H. Pletta in his <u>Notes on Statically Indeterminate Structures</u>⁷.en
dc.description.degreeMaster of Scienceen
dc.format.extent47 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/53496en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Instituteen
dc.relation.isformatofOCLC# 24483126en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1952.B768en
dc.subject.lcshTrusses -- Analysisen
dc.subject.lcshArches -- Analysisen
dc.titleThe analysis of arched trussed bents by moment and thrust distributionen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineApplied Mechanicsen
thesis.degree.grantorVirginia Polytechnic Instituteen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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