• Govinda Chilla

In this paper FEA model of flat slab column connection is model using ANSYS 16.0 . Punching shear failure is one of the major problem encountered in the design of reinforced concrete flat plates..The obtained results indicate that, the proposed depth and drop panel has a positive effect in the punching shear capacity and the strain energy of interior slab–column connection of both high strength concrete and normal. The finite element software ANSYS.16 can be used successfully to simulate the punching shear behaviour of reinforced concrete flat plates.

ANSYS.16, Drop Panel, Flat Slab, Punching Shear.

"A numerical study of flat slab for punching shear using static structural analysis ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 1, page no.37-39, January-2019, Available :http://www.jetir.org/papers/JETIRW006009.pdf

"A numerical study of flat slab for punching shear using static structural analysis ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 1, page no. pp37-39, January-2019, Available at : http://www.jetir.org/papers/JETIRW006009.pdf