Diagrid structural system have emerged as one of the most innovative and adaptable approaches to structuring buildings in this millennium. Variations of the diagrid system have evolved to the point of making its use non-exclusive to the tall building. Diagrid construction is also to be found in a range of innovative mid-rise steel projects. The structural and architectural design of diagrid buildings falls cleanly between the typical education or experience of the architect and engineer. In this present study, G +23 the building with different frame of structures such as Diagrid frame with different diagonal angles, X braced frame with  different position and Conventional RC frame is compared and analysed against the seismic lateral load in seismic zone v using ETABs software. The results are tabulated and graphs are plotted for base shear, storey drift and maximum lateral storey displacement, weight of structure. The seismic analysis is done according to IS 1893:2016 part 1 by using dynamic analysis method.