Abstract: This study tries to provide a hypothetical structural design for a tall building in a city. It is very important for civil engineering students to think about how structural systems can enhance the architectural expression of a building. Wind is the governing load when building high-rise structures in the city. A building can be structurally improved to resist wind pressure by making changes to the basic design, which gives it a unique architectural expression. In this study, G+10 and G+20 storey structures is designed and compared in two terrain categories and subjected to wind load. The ruggedness of the environment where the fabric structure is located is measured by the Terrain category. Wind speed, wind direction, and exposure to the elements are examples of such variables. Earthquake and wind loads are applied to the ETABS model according to the given National Standards. Finally, it is determined how strong and flexible the structure is under these stresses. The output of the calculation program and additional calculated products are compared to the Indian limit for structural serviceability.