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diff --git a/3864/CH2/EX2.28/Ex2_28.sce b/3864/CH2/EX2.28/Ex2_28.sce
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+clear
+//
+
+//Initilization of Variables
+
+L=9 //m //Length of rigid bar
+L_b=3000 //Length of bar
+A_b=1000 //mm**2 //Area of bar
+E_b=1*10**5 //N/mm**2 //Modulus of Elasticity of brasss bar
+L_s=5000 //mm //Length of steel bar
+A_s=445 //mm**2 //Area of steel bar
+E_s=2*10**5 //N/mm**2 //Modulus of elasticity of steel bar
+P=3000 //N //Load
+
+//Calculations
+
+//From static equilibrium Equation of the rod after appliying Load is
+//P_b+P_s=P   ......................(1)
+
+//P_b=1.8727*P_s ..................(2)
+
+//NOw substituting equation 2 in equation 1 we get
+P_s=P*2.8727**-1
+P_b=P-P_s
+
+d=P_s*L*P**-1  
+
+//Result
+printf("\n Distance at which Load applied even after which bar remains horizontal is %0.2f  m",d)