A Sensitivity Analysis On Deflection Of Simply Supported Rectangular Hsscc Two Way Slabs

Abstract

In civil engineering practice, reinforced concrete two-way slab is an important structural element. One of the major issues to be considered in the structure is deflection. Hence suitable method is required for estimating deflection. In this study, deflection is computed for simply supported reinforced concrete slab by different codes and investigation. The data used for this study was simply supported slabs subjected to uniformly distributed load. The available codal methods ACI 318-2014/15, Euro code method, IS 456 method, Bi-linear method and Desayi and Kulkarni method have been used and the prediction were compared.