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BASE SHEAR ANALYSIS OF RCC STRUCTURE FOR VARIOUS COLUMN C/S
Shital A. Navghare#1, Amey Khedikar*2

Published in: Journal for Advance Research in Applied Sciences
Volume- 4, Issue-1, pp.484-489, Jun 2017
DPI :-> 16.10089.JARAS.2017.V4I1.484489.1759



Abstract
The object of this study is to assess the seismic behaviour of RCC Columns with different cross sections. In this paper, three different shapes are implemented as column cross section such L-shaped, Tee-shaped and Rectangular. The earthquake response of a symmetrical RCC framed Structure is studied with the ETABS software. For the analysis of G+10 RCC flat scheme structure, response spectrum method recommended by IS 1893:2002 was used and structure was assumed to be situated in earthquake zone V on a medium soil (type II). The parameter evaluated is mainly Base Shear.

Key-Words / Index Term
Base Shear, G+10 framed structure, RCC Columns, Response spectrum method, ETABS software.

How to cite this article
Shital A. Navghare#1, Amey Khedikar*2 , “BASE SHEAR ANALYSIS OF RCC STRUCTURE FOR VARIOUS COLUMN C/S ”, Journal for Advance Research in Applied Sciences, 4, Issue-1, pp.484-489, Jun 2017. DPI:16.10089.JARAS.V4.I1.1759