Less Steel bridges have been built than concrete bridges because of the lack and cost of material. Thus, It is studied a new type of composite girder bridges to be constructed more economically using plate girder. In view of maintenance, the expansion joint of steel bridges have many problems during construction and maintenance because of frequent breakage and infiltration of liquid. In this study, for simple span integral abutment bridges with turn over girders, the effectiveness of its behavior and stress due to temperature change is verified considering steel bridge design guide.