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+// Problem 3.17,Page no.65
+
+clc;clear;
+close;
+
+D=4.5 //cm //External Diameter of tube
+d=3 //cm //Internal diameter of tube
+t=3 //mm //thickness of tube
+t_1=30 //degree celsius
+t_2=180 //degree celsius //when metal heated
+L=30 //cm //Original LEngth
+alpha_s=1.08*10**-5 //Per degree celsius //coefficient of Linear expansion of steel tube
+alpha_c=1.7*10**-5 //Per degree celsius //coefficient of Linear expansion of copper tube
+E_s=210 //GPa //Modulus of Elasticity of steel 
+E_c=110 //GPA //Modulus of Elasticity of copper
+
+//Calculation
+
+//For Equilibrium of the system, Total tension in steel=Total tension in copper
+
+//sigma_s*A_s=sigma_c*A_c (equation 1)
+
+A_c=%pi*4**-1*d**2 //cm**2 //Area of copper
+A_s=%pi*4**-1*(D**2-d**2) //cm**2 //Area of steel
+
+//simplifying equation 1
+//sigma_s=1.785*sigma_c
+
+T=t_2-t_1 //change in temperature
+
+//Actual expansion of steel=Actual expansion of copper
+//alpha_s*T*L+sigma_s*E_s**-1*L=alpha_c*T*L-sigma_c*E_c**-1*L
+
+//After substituting values in above equation and simplifying we get
+
+sigma_c=(930*10**5*1.7591**-1)*10**-6 //MN/m**2 //Stress in copper
+sigma_s=1.785*sigma_c //MN/m**2 //Stress in steel
+
+//Increase in Length of either component
+L_2=(alpha_s*T+sigma_s*10**6*(E_s*10**9)**-1)*L
+
+//Result
+printf("stress in copper bar is %.2f MN/m^2",sigma_c)
+printf("\n stress in steel bar is %.2f MN/m^2",sigma_s)
+printf("\n Increase in Length is %.3f cm",L_2)