The performance of concrete made with commercially available steel fibres has been investigated. In this study examines the flexural strength of concrete with two different types of steel fibre, short crimped of length 15 mm, another of long hooked ends of length 30 mm and were used in the present study. The overall volume fractions of steel fibres were restricted to 1 percent by the volume of concrete. M25 grade of concrete was used to cast the specimens. Reinforced concrete beams of 1.5 m length and 100 x 150 mm in cross-section were cast with different percentages of micro and macro steel fibres and the specimens were tested under single point loading after 28 days of curing. The results are to be compared between conventional concrete to fibre reinforced concrete.