Abstract This paper studies the tensile strength of steel fibrous concrete, four different percentage of fibers where used to find out the effect of the addition of steel fibers on the tensile strength of concrete using the splitting, flexural, and compressive strength of concrete. Test results from this study and earlier published data were used in a regression analysis to derive empirical equations for tensile strength of SFC. The following relationships were derived; splitting strength and the compressive strength of fiber and normal concrete, the relationship between the flexural and compressive strength of SFC and compressive strength of normal concrete, and the splitting cylinder strength and the flexural strength of SFC. Key Words: Steel fiber concrete, tensile strength.