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An analytical study was performed to understand and estimate the crack width on RC beams. three sets of 4 beams, that is a total of 12 beams were casted. The beams are of varying area of steel and clear cover on Fe 415 grade steel and M 25 grade steel and M 25 grade concrete. The provisions and guidelines and expressions by different code were compared with experimental data. This comparison helps in checking the accuracy of each code expression.