FRP m is the material type that is increasingly used in the construction field in recent years. Due to their properties lightweight, high tensile strength and corrosion resistance and easy to implementation make these material preferred solutions for increased the strength of reinforced concrete structural elements. This paper presents the test results of an experimental study carried out on the chain of simply supported beams under flexure and torsion, concrete beam reinforced with BFRP bars compared to the concrete beam reinforced with steel bars. The tested beams were cast of concrete and BFRP bar having 10 mm diameter. Tensile strength Obtained from a tensile test. Deflection of beams, cracking, and torsional behavior has been analyzed and presented. The result shows that various characteristics of the load-deflection relationship of BFRP beams with conventional beam.