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+clear
+//
+//
+//
+
+//Variable declaration
+pl1=206850*10**3 //proportional limit(Pa)
+pl2=310275*10**3 //proportional limit(Pa)
+pl3=413700*10**3 //proportional limit(Pa)
+s2=0.0615 //strain
+s3=0.2020 //strain
+Y=2.0685*10**11 //young's modulus(Pa)
+
+//Calculation
+e1=pl1/Y //elastic strain in 1st case
+e2=pl2/Y //elastic strain in 2nd case
+p2=s2-e2 //plastic strain in 2nd case
+r2=e2*100/p2 //ratio of elastic and plastic strain in 2nd case
+e3=pl3/Y //elastic strain in 2nd case
+p3=s3-e3 //plastic strain in 2nd case
+r3=e3*100/p3 //ratio of elastic and plastic strain in 3rd case
+
+//Result
+printf("\n elastic strain in 1st case is %0.3f",e1)
+printf("\n ratio of elastic and plastic strain in 2nd case is %0.3f",r2)
+printf("\n ratio of elastic and plastic strain in 3rd case is %0.3f ",r3)