Understanding the response of concrete structural components such as beams, columns, walls during loading is
indispensable for the development of safeand efficient structures. The present report deals with the non-linear static analysis of a
Reinforced Concrete (RC) beam, having dimensions 4000mmX400mmX 250mm, with 4 nos. of 16mm diameter bar as main
reinforcements, 8mm diameter at 200mm c/c as shear reinforcement, with two faces of the beam as fixed modeled and analyzed
when subjected to two point loads at one-third span from each fixed support using the Finite Element Analysis software Ansys.
The behavior of the analyzed beam has been observed in terms of flexural behavior, load-deflection responses, and crack pattern
for various loading conditions until failure load.
