The document summarizes an experimental study on the flexural behavior of reinforced concrete beams reinforced with Glass Fiber Reinforced Polymer (GFRP) rebars as a replacement for steel reinforcement. 6 beam specimens were tested under four-point bending. The results showed that GFRP reinforced beams experienced 40-50% more deflection compared to steel reinforced beams. GFRP beams also exhibited cracking at lower loads compared to steel beams. The failure of GFRP beams was by concrete crushing in the compression zone rather than sudden failure, as was observed in some other studies. The study concluded that GFRP reinforcement can be used with some modifications to design compared to steel, but design is governed more by deflection and cracking due