• Subhangi.R.Meshram
• Prof.G.D.Dhawale
• Prof.V.A.Kalmegh

Designing the structure in such a way that damage reduction is made during an earthquake, as the earthquake may or might not be a rare phenomena in its lifetime. This article analyses and designs an existing structure of the G+6 RCC framework with the help of the STAAD.Pro V8i. The construction is intended for earthquake forces in seismic areas according to IS 1893(Part 1):2002. The major aim of this work is to compare the variation of the steel %, maximum shear strength, maximum bending time and maximum deflection in seismic areas. Variations from zone II to zone V are significantly higher.The steel percentage is increased from zone II to zone V with a maximum shear forces, a maximum bending time and a maximum bending force.

STAAD.Pro, steel percentage, Maximum Shear force, Maximum Bending Moment, Maximum Deflection, Seismic zones.

"COMPARATIVE STUDY OF ANALYSIS OF G+6 BUILDING IN STAAD PRO FOR DIFFERENT ZONES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 7, page no.a261-a267, July-2021, Available :http://www.jetir.org/papers/JETIR2107035.pdf

"COMPARATIVE STUDY OF ANALYSIS OF G+6 BUILDING IN STAAD PRO FOR DIFFERENT ZONES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 7, page no. ppa261-a267, July-2021, Available at : http://www.jetir.org/papers/JETIR2107035.pdf