The Composite structures made of concrete slabs and rolled steel profiles are widely used components in bridges and
High buildings. Composite effects are created by connecting concrete slabs and steel profiles with chemical anchors. In this
paper, I analyze three types of shear connectors ( Headstud, T shape, Channel section ) with different grade of concrete M-20,
M-30, M-40 based on design strength given by the code book IS: 11384-1985. Based on their performance under static load, find
the best connector for a particular composite beam while maintaining the stress and amount of steel in the connector as a
common aspect
