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dc.contributor.authorAtray, Pankaj Kumar-
dc.date.accessioned2014-10-13T06:54:40Z-
dc.date.available2014-10-13T06:54:40Z-
dc.date.issued1994-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/6260-
dc.guidePrasad, J.-
dc.description.abstractFor the same R.C. Structure and imposed loading we have different types of floor systems. In floor system great amphasis is given to the thickness of floor, which is kept minimum and spacing of coloumn, which is kept maximum.Grid floor system is suited for such requirements, but for large spans. Considerable research has been done for the design of R.C. grid Floors, however. available literature regarding Efficiency of R.C. grid Floors are not exhaustive. Hence the purpose of this dissertation is •to gain information about sturctural efficiency of different R.C. grid floors. The Present work includes the analysis of grid floor subjected to dead loads and live loads. The analysis programcalculates bending moment, shear force and torsional moment at the desired section along the span. However the program is limited to simple support condition.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectGRIDen_US
dc.subjectFLOOR SYSTEMSen_US
dc.subjectGRID STRUCTUREen_US
dc.titleSTRUCTURAL EFFICIENCY OF GRID FLOOR SYSTEMSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number246670en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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