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+clc
+//
+
+//Variable declaration
+L=500.0 // Length of rod(mm)
+A=60 // Cross Sectional area(mm**2)
+E=200 // Modulus of elasticity(GPa)
+ey=300 // Yield Point(MPa)
+DELTAc=7 // Stretch(mm)
+
+//Calculation
+ec=DELTAc/L // Maximum strain permitted on point C
+ey=(ey*((10**6)))/(E*((10**9))*(1.0)) // Maximum strain permitted on point Y
+ed=ec-ey // Strain after unloading
+DELTAd=ed*L // Deformation(mm)
+
+// Results
+printf("\n Permanent set deformation =%1f mm' ,DELTAd)