• Amandeep Singh
• Dr. Sanjay Sharma

Due to this dead weight, the foundation has to be design so big for tall buildings that it can easily bear the all the load. Many researches have been carried out to reduce this load by inventing light weight concrete. But still concrete will always carry more dead load than any other material. Therefore, other alternatives have to explore so that maximum reduction in dead load can be done. Steel is an impeccable alternative and an important solution to this problem as the self-weight of steel is comparatively less than concrete and it also possess high strength so that it can withstand the forces occurring at the upper storey of the building. Therefore, for this study, an attempt was made in order to reduce the dead weight of the RCC frame structure by simply introducing the steel frame structure in the upper storey while keeping economy in mind. For this, different storey buildings (12 storey & 16 storey) were analyzed and designed in staad.pro software.

"ANALYZING THE RCC FRAMED STRUCTURE AFTER INTRODUCING STEEL FRAMED STRUCTURE IN THE UPPER STOREY", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.923-927, June 2019, Available :http://www.jetir.org/papers/JETIR1908431.pdf

"ANALYZING THE RCC FRAMED STRUCTURE AFTER INTRODUCING STEEL FRAMED STRUCTURE IN THE UPPER STOREY", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp923-927, June 2019, Available at : http://www.jetir.org/papers/JETIR1908431.pdf