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dc.contributor.advisorCharles H. Norris.en_US
dc.contributor.authorSchmit, Lucien André, 1928-en_US
dc.date.accessioned2016-02-29T14:59:16Z
dc.date.available2016-02-29T14:59:16Z
dc.date.issued1950en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/101312
dc.descriptionThesis (M.S.) Massachusetts Institute of Technology. Dept. of Civil and Sanitary Engineering, 1950.en_US
dc.descriptionBibliography: leaf 91.en_US
dc.description.statementofresponsibilityby Lucien Andre Schmit.en_US
dc.format.extentiii, 91 leavesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectCivil and Sanitary Engineeringen_US
dc.titleOptimum column stiffeningen_US
dc.typeThesisen_US
dc.description.degreeM.S.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Sanitary Engineeringen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc29996578en_US


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