Abstract
Abstract: Reinforced concrete slab with plastic voids is a new and innovative type of structural, concrete slab system developed to allow for lighter self weight of thestructure while maintaining similar load carrying capacity of a solid slab. In this study the design process for plastic voided slab is compared with reinforced concrete solid flat slab through a design comparison of typical bays with the same thickness. Also, the finite element analysis of the slab panels has been carried out byusing ANSYS Workbench 14.5 to find out the deformation. The primary objective of the work is to obtain optimum slab system with the above stated parameters. Also, the finite element analysis of the slab panels has been carried out byusing ANSYS Workbench 14.5 to find out the deformation. The primary objective of the work is to obtain optimum slab system with the above stated parameters.
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