• Sumit Udakhe
• Prof. K.R. Ghadge

The RCC Columns are the major component of building which carry and transfer the loads. Generally,regular (Rectangular, square or circular) shaped RCC columns are used for the construction. In order to improve the performance of the RCC Framed Structures under the influence of Dynamic Forces (forces generated by a given ground motion), regular shaped columns are compared with the other various RCC column cross sections (L-shaped, Tee-shaped) in model. Three models with each shaped the RCC columns are executed in ETAB software. The stress behavior of different cross sections of RCC columns in G+10 RCC framed structure isanalyzed by using Response Spectrum Method. The results indicate the comparative analysis and study of regular shaped and other various shaped column cross sections.

RCC Columns, ETAB Software, Dynamic Forces, Response Spectrum Method, L-shaped, Tee-shapedand Rectangular

"ANALYSIS OF RCC FRAMED STRUCTURE FOR COLUMN WITH MODELING IRREGULARITIES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.278-284, April-2019, Available :http://www.jetir.org/papers/JETIRBD06053.pdf

"ANALYSIS OF RCC FRAMED STRUCTURE FOR COLUMN WITH MODELING IRREGULARITIES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp278-284, April-2019, Available at : http://www.jetir.org/papers/JETIRBD06053.pdf