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+clc
+//
+
+//Variable declaration
+depth=10 // Depth(mm)
+width=60 // Width(mm)
+thickness=9 // Thickness(mm)
+Smax=150 // Maximum stress(MPa)
+M=180 // Bending moment(N.m)
+
+//Calculation
+d=width-(2*depth) // Distance(mm)
+c=(1/2.0)*d // Distance(mm)
+b=9 // Distance(mm)
+I=(1/12.0)*(b*((10**-3)))*((d*((10**3)))**3) // Moment of inertia of the critical cross section(m**4)
+Ratio=((M)*(c)*((10**3)))/(I) // Stress(MPa)
+k=150/75.0 // Factor
+Ratio2=width/(d*1.0) // Ratio
+r=0.13*40 // Radius(mm)
+wid=2*r // Width(mm)
+
+// Result
+printf("\n Smallest allowable width of the groves = %0.3f mm' ,wid)