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+clc
+//
+
+//Variable declaration
+Ex=155.0 // Modulus of elasticity in x direction(GPa)
+Ey=12.10 // Modulus of elasticity in y direction(GPa)
+Ez=12.10 // Modulus of elasticity in z direction(GPa)
+Vxy=0.248 // Poissons ratio in xy direction
+Vxz=0.248 // Poissons ratio in xz direction
+Vyz=0.458 // Poissons ratio in yz direction
+n=-1
+F=140*((10**3)) // Compressive load(kN)
+L=0.060 // Length of cube(m)
+
+//Calculation
+//(a) Free in y and z Directions
+Sx=(n*F)/(0.060*0.060) // Stress in x direction(MPa)
+Sy=0 // Stress in y direction(MPa)
+Sz=0 // Stress in z direction(MPa)
+ex=Sx/Ex // Lateral strains
+ey=n*((Vxy*Sx)/Ex) // Lateral strains
+ez=n*((Vxy*Sx)/Ex) // Lateral strains
+DELTAx=ex*L // Change in cube dimension in x direction(um)
+DELTAy=ey*L // Change in cube dimension in y direction(um)
+DELTAz=ez*L // Change in cube dimension in z direction(um)
+//(b) Free in z Direction, Restrained in y Direction
+Sx=n*38.89 // Stress in x direction(MPa)
+Sy=(Ey/Ex)*(Vxy)*(Sx) // Stress in y direction(MPa)
+Vyx=(Ey/Ex)*(Vxy) // Poissons ratio
+ex=(Sx/Ex)-(((Vyx)*(Sy))/Ey) // Lateral strains in x direction
+ey=0 // Lateral strains in y direction
+ez=n*((Vxz*Sx)/Ex)-(((Vyz)*(Sy))/Ey) // Lateral strains in z direction
+DELTAx=ex*L*1000 // Change in cube dimension in x direction(um)
+DELTAy=ey*L // Change in cube dimension in y direction(um)
+DELTAz=ez*L*1000 // Change in cube dimension in z direction(um)
+
+// Results
+printf("\n Change in cube dimension in x direction=%1f um' ,DELTAx)
+printf("\n Change in cube dimension in y direction=%1f um' ,DELTAy)
+printf("\n Change in cube dimension in z direction=%1f um' ,DELTAz)