Determine the Best Location of Porch in Multistory Building with Seismic Loading

Abrar Ahamad; Ankit Pal; Mayank Choudhary

doi:10.14741/ijcet/v.10.1.12

Abrar Ahamad Department of Civil Engineering, Oriental University Indore, India
Ankit Pal Department of Civil Engineering, Oriental university, Indore, India
Mayank Choudhary Department of Civil Engineering, Oriental university, Indore, India

DOI: https://doi.org/10.14741/ijcet/v.10.1.12

Keywords: Porch, Porch Location, seismic analysis.

Abstract

In the new era of high rise building the current job deals with the analysis, design of multi storey structure subjected to lateral load condition with different porch location . In adding up to the dead load and imposed load, the earthquake loads are applied to the structure and analysis of structure carried out. The design software staad pro software has been used for design and analysis. In the current era or scenario, a structure of G+12 situated in zone III is considered for Analysis. The Analysis is carried out for seismic zone III. The structure model are analyzed and compared with different porch location for the seismic zone III as per IS 1893-2016 for response spectrum analysis. The assessment of results is carried out for Displacement, Storey Shear, and Base Shear etc. The results are obtained and represented in the forms of graphs and tables for the seismic zone.