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+clc
+//
+
+// Variable declaration
+y=7 // Distance(in)
+s=-3.01 // Stress(ksi)
+
+// Calculation
+//Loading
+M=10230 // Couple of moment(kip.in)
+//Elastic Unloading
+sMl=((10230)*(8))/(1524.0) // Maximum stress(ksi)
+//Permanent Radius of Curvature
+p=(((7)*(29*(10**6))*((10**-3)))/(3.01)**-2) // Permanent radius of curvature(in)
+
+p=((p*0.083333)) // Conversion(ft)
+
+
+// Result
+printf("\n Case(a) Residual stress = %0.3f ksi' ,sMl)
+printf("\n Case(a) Permanent radius of curvature = %0.3f ft' ,p)