Stability of the structure is the main and foremost criteria for every high rise structures since it provides a huge
impact in case of severe earthquake. When we provide the stability enhancing components of any type to multistoried
building, it actually normalize the structure to a certain level. In this study we studied about optimization of stability of
building by same thickness of shear wall at corners for varying concrete grade and there are 6 cases in building having same
size in different component with shear wall members at corner and building having same and uniform thickness in shear
wall components at corner with different grade. In this research work we study about which floor is suitable for concrete
grade for accumulative stability increment of multistoried building. On the basis of numerous parametric results that are
obtained from this comparative study, Case E and Case F are the best suited cases in overall research. The major outcome is
in this research work we study that shear wall provide
