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Abstract: Breaks in the substantial are the normal imperfections in buildings and designs. Numerous PC vision-based methods are used to identify the concrete structures. This paper is developed to break down and measure various boundaries of crack in concrete structures. Three different types of cracks are available In structures such as longitudinal, transverse and diagonal. The main reasons of crack depend on the crack appeared in a shaft, section or any primary wall. Break in abeam is for the most part because of pressure, break in a section happen due to eccentric stacking, primary breaks are framed because of mo is true change or thermal movement. The proposed method initially deals with break division and furthermore the picture math based parameters are employed for crack quantification.