ABSTRACT Cement concrete, the most extensively used construction material in the world provides good workability and can be moulded to any shape. Cement concrete possesses a very low tensile strength, limited ductility and little resistance to cracking. Internal micro cracks, leading to brittle failure of concrete. In this modern age, civil engineering constructions have their own structural and durability requirements, every structure has its own intended purpose and hence to meet this purpose, modification in traditional cement concrete has become mandatory. It has been found that different type of fibers added in specific percentage to concrete improves the mechanical properties, durability and serviceability of the steel structure. It is now established that one of the important properties of Steel Fiber Reinforced Concrete (SFRC) is its superior resistance to cracking and crack propagation. In this project ANSYS software was used to analyse the SFRC beams. Results obtained from the software analyses were in compared with the laboratory test results. Keywords:Analytical, T-Beam, Phospogypsum, Steel fiber.