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+clear
+//
+//Given
+//Variable declaration
+delL=2.1 //Instantaneous extension in mm
+L=3*10**3 //Length of bar in mm
+A=5*100 //Area of bar in mm
+h=4*10 //Height in mm
+E=2e5 //Modulus of elasticity in N/sq.mm
+
+//Calculation
+V=A*L //Volume of bar in mm^3
+
+//case(i):Instantaneous stress induced in the vertical bar
+sigma=int(E*delL/L)
+
+//case(ii):Unknown weight
+P=(((sigma**2)/(2*E)*V)/(h+delL))
+
+
+//Result
+printf("\n Instantaneous stress = %0.3f N/mm^2",sigma)
+printf("\n Unknown weight = %0.3f N",P)