The Steel fibers to plain concrete is intended both to improve the material's ductility and that of structure in which Concrete is the most widely used structural material in the world with an annual production of over seven billion tons. For a variety of reasons, much of this concrete is crack. The reason for concrete to suffer cracking may be attributed to structural, environmental or economic factors, but most of the cracks are formed due to the inherent weakness of the material to resist tensile forces. It is now well established that steel fibre offers a solution to the problem of cracking by making concrete tougher and more ductile. It has also been proved by extensive research and field trials carried out over the past three decades, that steel fibres to conventional plain concrete members at the time of mixing/production imparts improvements to several properties of concrete, particularly those related to strength, performance, and durability. The concrete so produced is brittle in character and steel fibers can lengthen the time elapsed before cracking. Higher strength is one of the features of which provides significant structural advantages. This Thesis presents the experimental investigations carried out to study the effect of steel fibers varying in weight fractions of 0%,0.75% on high strength concrete using the mix design of M60 concrete.