Show simple item record

dc.contributor.advisorHoward Simpson.en_US
dc.contributor.authorKeefe, Robert A. (Robert Atwood)en_US
dc.date.accessioned2005-08-16T21:39:33Z
dc.date.available2005-08-16T21:39:33Z
dc.date.issued1954en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/11980
dc.descriptionThesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Sanitary Engineering, 1954.en_US
dc.descriptionIncludes bibliographical references (leaf 43).en_US
dc.description.statementofresponsibilityby Robert A. Keefe.en_US
dc.format.extent43 leavesen_US
dc.format.extent7217124 bytes
dc.format.extent7216883 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypeapplication/pdf
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/1721.1/7582
dc.subjectCivil and Sanitary Engineeringen_US
dc.titleAn investigation on the effectiveness of diagonal tension reinforcement in flat slabsen_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.oclc31152440en_US


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record