Abstract- An analysis of the deformation and strength properties of plain and bamboo-reinforced concrete beams. All 150 mm x 150 mm x 700 mm beams with bamboo strips serving as reinforcement in the tension zone have been cast, matured for 28 days, 60 days, and 90 days, and then tested to failure under three-point loading. M25 was the concrete grade used for the inquiry. Flexural strength and deformation tests were performed on plain concrete beams and bamboo-reinforced beams with six different specifications and orientations. The test findings demonstrate that bitumen-coated bamboo reinforcement delivers stronger flexural strength at a younger age (28 days) and almost the same strength at a later age (90 days). In comparison to a simple concrete beam, other modifications have lesser compressive strength. Using bamboo as reinforcement, all beams demonstrate significant ductility before ultimate failure in flexure. When compared to a normal concrete beam, deformation occurs more than twice as often in each variation.