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+clear
+//
+
+//variable declaration
+
+E=(2*100000) //Young's modulus,N/mm^2
+Pr=(0.3) //poisson's ratio
+
+G=E/(2*(1+Pr)) //Rigidity modulus
+
+K=E/(3*(1-2*(Pr))) //Bulk modulus
+
+printf("\n G= %0.1f N/mm^2",G)
+
+printf("\n K= %0.2f N/mm^2 ", K)
+
+P=60 //Load,kN
+A=%pi*(25**2)/4 //Area**mm^2
+
+Stress=P*1000/A //N/mm^2
+//Linear strain,ex
+
+ex=Stress/E
+
+//Lateralstrain,ey,ez
+
+ey=-1*Pr*ex
+ez=-1*Pr*ex
+
+//volumetric strain,ev=ex+ey+ez
+
+ev=ex+ey+ez
+
+v=%pi*(25**2)*500/4
+Changeinvolume=ev*v
+
+printf("\n change in volume %0.2f mm^3",Changeinvolume)