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+clc
+//
+
+//Variable declaration
+d=9 // Diameter of the rod(in)
+t=3/4.0 // Thickness of the rod(in)
+ex=12 // Normal stresses(ksi)
+ez=20 // Normal stresses(ksi)
+E=(10*(10**6)) // Moduluus of elasticity(psi)
+v=(1/3) // Poissons ratio
+V=15*15*(3/4.0) // Volume(in**3)
+n=-1
+
+//Calculation
+STRAINx=(1/((10**7)*(1.0)))*(12-(20/3.0))*(1000) // Strain in x direction(in./in)
+STRAINy=n*(1/((10**7)*1.0))*((12/3.0)+(20/3.0))*(1000) // Strain in y direction(in./in)
+STRAINz=(1/((10**7)*(1.0)))*(20-(12/3.0))*(1000) // Strain in z direction(in./in)
+
+
+//Case(a)
+DELTAba=(STRAINx)*(d) // Change in diameter(in)
+//Case(b)
+DELTAcd=(STRAINz)*(d) // Change in diameter(in)
+//Case(c)
+DELTAt=(STRAINy)*(t) // Change in thickness(in)
+//Case(d)
+e=(STRAINx+STRAINy+STRAINz) // Volume of the plate(in**3)
+DeltaV=(e*V)
+
+// Results
+printf("\n Change in diamter of rod AB =%1f in' ,DELTAba)
+printf("\n Change in diamter of rod CD =%1f in' ,DELTAcd)
+printf("\n Change in thickness =%1f in' ,DELTAt)
+printf("\n Volume of the plate =%1f in**3' ,DeltaV)