The main objective of these experimental tests is to study the effect of using different numbers of wire mesh layers and thickness on the flexural strength and impact strength of flat Ferrocement panels and to compare the effect of varying the number of wire mesh layers and thickness variations on the ductility. For studying the flexural behavior of panels, the thickness of panels kept varying from 20 to30 mm. For all the panels the Galvanized welded square mesh with square opening will be used in different layers. Panels used were casted with mortar having mix proportion 1:1.5 and Water/cement ratio 0.38