Abstract

Abstract: Precast construction are now a days generally been adopted in various residential and commercial projects. In thispaper the RCC beam column junction is compared with precast beam column load. Initially beam- column junctions areanalyzed for static linear point load which increases with time. The analysis is done by FEM tool ANSYS workbench. Thestress-strain curve, load-deflection curve, normal stress and strains are compared for given model. In later stage time historyanalysis is proposed for various zones for same models. A new precast concrete beam-to-column connection for momentresisting frames was developed in this study. Both longitudinal bar anchoring and lap splicing were used to achieve beamreinforcement continuity. Later part validation is proposed from experimental results of literature review.Keywords: Precast, beam-column junction, ANSYS. ------------------------------------------------------------