ANALYSIS OF FLOATING COLUMN BUILDING OF COMPOSITE AND R.C.C BEAM GIRDER & COMPARISON WITH R.C.C FRAME STRUCTURE BY USING ETABS V9.7.0.

Steel-concrete composite beams are extensively used in construction of buildings and bridge. Composite beam under applied loads are often subject to combine action of bending and vertical shear. In order to design composite beam consistently, it is necessary to develop new models for analysis of displacement, storey shear and storey drift. The floating column is a vertical element which is rest on beam, these columns are without foundation. The floating column rests on beam which is a R.C.C Beam Girder. The girder is in the form of beam and the column load acts as a point load on that transfer beam. In this seminar report the composite beam is used in Floating column structure. The composite beam is subjected to floating column; because of this we utilize the strength of composite beam. Three Models are compare in this seminar they are Normal structure, Floating column structure with R.C.C Beam Girder, Floating column structure with composite beam girder. The analyses of structure are carried out with the help of Etabs.