In this study 2 models are subjected to different load cases involving gravitational loads, temperature loads, seismic and wind loads in the presence and absence of expansion joint and the parameters like. This comparative study focuses on the behavior of a mid-rise long building in the presence and absence of an expansion joint under seismic, wind and temperature loading using Staad Pro software. By this study we say that the circular water tank is suitable for larger capacity and rectangular is suitable for smaller capacity and it is economical for larger capacity. The behavior of structure for the parameters like Story drift, displacement, stiffness, deflection, storey shear, base shear, area of steel and hoop tension for circular and rectangular water tank are studied and then comparison of the results is made between circular and rectangular overhead water tank. Dead load, live load, wind load and seismic loads are applied based on IS codes. The water tank is modeled and analyzed by using dynamic analysis to resist lateral loads and design is made using working stress method manually. The study predicts the analysis and design of the rectangular and circular overhead water tank using ETABS software. The overhead tank is an important and it is very common public utility structure. Water tank is a container used for the storing of liquids and they are classified based on shape and location.
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