The compressive performance of the concrete-filled steel tubular (CFST) members is investigated in this study. Tests are carried out on the specimens under axial compression and bending. The parameter of the experimental work is the steel relative amount of the cross section, and the hollow tubular members are designed for comparison. In recent times, engineers have increasingly utilized composite members of concrete-filled steel tubes (CFSTs) in contemporary projects such as buildings and bridges. Concrete Filled Steel Structures (CFST) offers wide benefits like high strength, ductility, energy absorption with the combined benefits of steels and concrete. It also reduces the time consumption in constructing since it doesn’t require shuttering works hence they are frequently used. Moreover, the CFST members are more economical and allow for rapid construction and cost savings by eliminating formwork and workmanship. Concrete filled steel tube is gaining supplementary popularity now days in construction area. Concrete filled steel tube is component with good performance resulting from the confinement effect of steel with concrete and design versatility need. This Paper present a review the performance of CFST comparing the models with & without shear studs differentiating position of shear studs. The composite actions of steel and concrete to occur there need a strong bond between steel and concrete interface. In the present study, it mainly focuses on design load carrying capacity of CFST using Euro code and Indian code &compares it with the analytical & experimental result. Analysis of CFST column using the Finite element method (ABAQUS) software and the experimental study is done on the selected case under concentric loading condition.