Concrete is one of the world’s most widely used construction material. However, since the early 1800’s, it has been known that concrete is weak in capable of tension. decrepit combined with brittle behavior result in sudden ductile failure without warning. This is obviously not desirable for any building product. Thus, concrete requires some form of tensile fortification to compensate its brittle behavior and improve its normal stress and tension capacity to be used in structural applications. Historically, steel has been used as the material of choice for capable of tension reinforcement in concrete. Fiber Reinforced solid (FRs) is defined as a composite material essentially consisting of conventional concrete or mortar reinforced by the random dispersal of short, discontinuous, and discrete fine fibers of specific geometry. further research and development on fiber reinforced solid (FRC) has been initiated. The present aspect of this research is that how we utilize fibers of steel in structural solid elements for enhancing the concrete’s mechanical property. Also, the purpose of this research is to determine automatically properties of concrete and the comparison of these properties with containing and without containing fibers.