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+clc
+//
+
+//Variable declaration
+E=29*((10**6)) // Modulus of elasticity(psi)
+L1=12 // Length(in)
+L2=12 // Length(in)
+L3=16 // Length(in)
+A1=0.9 // Area(in**2)
+A2=0.9 // Area(in**2)
+A3=0.3 // Area(in**2)
+P1=60*((10**3)) // Internal force(lb)
+P2=15*((10**3)) // Internal force(lb)
+P3=30*((10**3)) // Internal force(lb)
+
+//Calculation
+Delta=((1/E)*(((P1*L1)/A1)+(-(P2*L2)/A2)+((P3*L3)/A3))) // deformation of the steel rod(in)
+
+
+//Result
+printf("\n Deformation of the steel rod = %0.3f in' ,Delta)