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+clear
+//
+
+//Initilization of Variables
+
+b=60 //mm //width of bar
+d=30 //mm //depth of bar
+L=200 //mm //Length of bar
+A=30*60 //mm**2 //Area of bar
+A2=30*200 //mm**2 //Area of bar along which expansion is restrained
+P=180*10**3 //N //Compressive force
+E=2*10**5 //N/mm**2 //Youngs Modulus
+mu=0.3 //Poissons ratio
+
+//Calculations
+
+//The bar is restrained from expanding in Y direction
+P_z=0
+P_x=P*A**-1 //stress developed in x direction
+
+//Now taking compressive strain as positive
+//e_x=P_x*E**-1-mu*P_y*E**-1 .......................(1)
+//e_y=-mu*P_x*E**-1+P_y*E**-1 ....................(2)
+//e_z=-mu*P_x*E**-1-mu*P_y*E**-1 ......................(3)
+
+//Part-1
+//When it is fully restrained
+e_y=0
+P_y=30 //N/mm**2
+e_x=P_x*E**-1-mu*P_y*E**-1
+e_z=-mu*P_x*E**-1-mu*P_y*E**-1
+
+//Change in Length
+dell_l=e_x*L //mm
+
+//Change in width
+dell_b=b*e_y
+
+//change in Depth
+dell_d=d*e_z
+
+//Volume of bar
+V=b*d*L //mm**3
+//Change in Volume
+e_v=(e_x+e_y+e_z)*V //mm**3
+
+//Part-2
+//When 50% is restrained
+
+//Free strain in Y direction
+e_y1=mu*P_x*E**-1
+
+//As 50% is restrained,so
+e_y2=-50*100**-1*e_y1
+
+//But form Equation 2 we have e_y=-mu*P_x*E**-1+P_y*E**-1
+//After substituting values in above equation and furthe simplifying we get
+P_y=e_y2*E+d
+
+e_x2=P_x*E**-1-mu*P_y*E**-1
+e_z2=-mu*P_x*E**-1-mu*P_y*E**-1
+
+//Change in Length
+dell_l2=e_x2*L //mm
+
+//Change in width
+dell_b2=b*e_y2
+
+//change in Depth
+dell_d2=d*e_z2
+
+//Change in Volume
+e_v2=(e_x2+e_y2+e_z2)*V //mm**3
+
+//REsult
+printf("\n Change in Dimension of bar is:dell_l %0.2f mm",dell_l)
+printf("\n :dell_b %0.4f mm",dell_b)
+printf("\n :dell_d %0.2f mm",dell_d)
+printf("\n Change in Volume is %0.2f mm**3",e_v)
+printf("\n Changes in material when only 50% of expansion can be reatrained:dell_l2mm",dell_l2)
+printf("\n :dell_b2 %0.4f mm",dell_b2)
+printf("\n :dell_d2 %0.2f mm",dell_d2)