This study relatively evaluated the flexural performance and distortion appearances of concrete elements reinforced
with bamboo (Bamboos vulgaris), Glass fiber and the twisted steel rebars. The yield strength (YS), eventual tensile strength
(UTS) and the extension of 9 specimens of the three materials were determined using a universal testing machine. These beams
of concrete strength 25 N/mm2 at age 28 days were together reinforced with bamboo, and steel bars of same proportion, while
the loops were essentially mild steel bars. It is Determined that out of three which material sample is suitable rebars for non-load
bearing and lightweight RC flexural structures also connection and load-carrying capacity
