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Strength of steel beam-columns for steel yield points between 33 KSI and 100 KSI, and including effects of end-restraint, biplanar bending, and residual stress : final report

dc.contributor.authorEl Darwish, I. A. (Ibrahim Aly)en_US
dc.contributor.authorJohnston, Bruce Gilberten_US
dc.date.accessioned2006-02-03
dc.date.available2006-02-03
dc.date.issued1964en_US
dc.identifierUMR0663en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/4747
dc.format.extent116 bytes
dc.format.extent156505 bytes
dc.format.extent3366 bytes
dc.format.extent233300 bytes
dc.format.extent8014892 bytes
dc.format.mimetypetext/plain
dc.format.mimetypetext/plain
dc.format.mimetypetext/plain
dc.format.mimetypetext/plain
dc.format.mimetypeapplication/pdf
dc.language.isoen_USen_US
dc.subjectGirders -- Design and construction.en_US
dc.subjectSteel, Structural.en_US
dc.subjectStrength of materials.en_US
dc.subjectStrains and stresses.en_US
dc.titleStrength of steel beam-columns for steel yield points between 33 KSI and 100 KSI, and including effects of end-restraint, biplanar bending, and residual stress : final reporten_US
dc.typeTechnical Reporten_US
dc.subject.hlbtoplevelEngineeringen_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/4747/5/bab3702.0001.001.pdfen_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/4747/4/bab3702.0001.001.txten_US
dc.owningcollnameEngineering, College of - Technical Reports


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