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ABSTRACT: Popularity of HighRise structures of rigid joint frame system are increasing day by day to accommodate growing people in metropolitan city and to construct the structures without any special structural component. However combination of rigid frame with RC structure get 30 storey as maximum storey and prone to collapse under severe displacement, axial force and moment, if the PDelta effects does not included in analysis and design phase. Due to complexity and low knowledge of PDelta analyses designers, engineers and architectures are prone to perform Linear Static analysis which may eventually become a cause of catastrophic collapse of the highrise. 12 cases and 2 different analysis are performed to give a light on the PDelta effect in RC Structures of Rigid Joint which will aware and suggest concerning person to understand, make experience and perform PDelta analysis of the highrise for safety using numerical modelling which may accelerate the process and reduce the complexities.
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