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+// Problem 3.6,Page no.57
+
+clc;clear;
+close;
+
+P=200*10**3 //N
+L_1=0.10 //mm //Length of of portin AB
+L_2=0.16 //mm //Length of of portin BC
+L_3=0.12 //mm //Length of of portin CD
+E=200*10**9 //N
+d_1=0.1 //cm
+d_2=0.08 //cm
+d_3=0.06 //cm
+A_1=(%pi*4**-1)*(0.1)**2 //mm**2
+A_2=(%pi*4**-1)*(0.08)**2 //mm**2
+A_3=(%pi*4**-1)*(0.06)**2 //mm**2
+
+//Calculations
+
+dell_L_1=(P*L_1*10**3)*(A_1*E)**-1 //mm
+dell_L_2=(P*L_2*10**3)*(A_2*E)**-1 //mm
+dell_L_3=(P*L_3*10**3)*(A_3*E)**-1 //mm
+dell_L=dell_L_1+dell_L_2+dell_L_3 //mm
+
+//Result
+printf("Total Elongation of steel bar is %.3f mm",dell_L)