A multi-storey building that are made of RC frame, the greater importance is given to make structure safe against lateral load. Lateral load are produced due to wind, earthquakes etc. By providing steel bracing in RC frame building, these load can be reduced or transfer. The use of steel bracing system in RC frame is a workable solution for resisting lateral load. In this study a two different G+8 and G+10 storey building is analysed for different bracing system under seismic load in ETABs software. Building is located in seismic Zone-V.Four configuration of bracing (X, V, diagonal and Inverted-V bracing) is used. The parameters obtained in terms of Storey displacement and Storey drift. Compared these parameters for these two different Zone .It is seen that Inverted-V bracing system gives better result as compare to other two.