Abstract

The goal of this study is to use Abaqus to FEM Model and analyze the Flexural strength conventional concrete beam for static load with various reinforcement. In RCC beams, the reinforcement in tension zone and the provision of shear reinforcement altered by 8mm bar at compression as constant number and tension zone with three different combinations of 8, 10, 12mm bars are used in respective combination. By this combination set of experiment, shear reinforcement is altered with its spacing arrangement by providing shear reinforcement at 150mm and in another case shear reinforcement is placed at two ends and in mid span of beam. The beam of 150mm x 150mm with length of 1000mm is designed and analyzed. The support condition of beam is kept being hinged on both sides. The results of these RCC beams are evolved and compared the result which proves increase in tension reinforcement increases the strength of beams. Simultaneously, increase in shear reinforcement increases the strength of beams. Here M50 Grade of concrete is adopted.