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Analysis of Multi-Storeyed Building

Author(s):

Mohammed Khaja Moinuddin , AL-HABEEB COLLEGE OF ENGINEERING; Syed faheemuddin, U.G student of civil engineering, department of civil engineering A H C E T Hyderabad-501503; Mohammed Imran, U.G student of civil engineering, department of civil engineering A H C E T Hyderabad-501503; NomanFahad, U.G student of civil engineering, department of civil engineering A H C E T Hyderabad-501503; Mohammed SaadReyan, U.G student of civil engineering, department of civil engineering A H C E T Hyderabad-501503

Keywords:

Bending Moment, Shear Force, Axial Load

Abstract

We know R.C structural system are most common nowadays in urban regions with multi-bay and multi-storeys, keeping its importance in urban regions especially, A building situated in Hyderabad which is G+2 in height, has been taken for the study, manually the tributary loads distribution of floors to corresponding beams have been done, middle frame of the building has been selected because max amount of floor loads will be transfer on this, all the necessary loads have been worked out and distributed with respect to storey levels. Manually linear static analysis has been done using KANI’S Method of Rotational contribution. The frame also model in SAP2000 V17.3, and all the important results, such as major bending moment major shear force and axial loads have been calculated and a comparison between Manual calculations and SAP2000V17.3 has been made.

Other Details

Paper ID: IJSRDV4I90499
Published in: Volume : 4, Issue : 9
Publication Date: 01/12/2016
Page(s): 940-944

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