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diff --git a/3772/CH6/EX6.5/Ex6_5.sce b/3772/CH6/EX6.5/Ex6_5.sce
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+// Problem no 6.5,Page No.157
+
+clc;clear;
+close;
+
+b=0.1 //m //width 
+d=0.2 //m //depth
+L=2 //m //Length of beam
+L_1=1 //m //Length from free end
+E=210*10**9 
+W=1*10**3 //N //Concentrated Load
+w=2*10**3 //N/m
+
+//Calculations
+
+I=b*d**3*12**-1 //m**4 //M.I of the beam section
+
+//Slope at free end
+theta=W*L**2*(2*E*I)**-1+w*L**3*(6*E*I)**-1-w*(L-L_1)**3*(6*E*I)**-1 
+
+//Deflection at free end
+y_b=(W*L**3*(3*E*I)**-1+w*L**4*(8*E*I)**-1-w*(L-L_1)**4*(8*E*I)**-1-w*(L-L_1)**3*L_1*(6*E*I)**-1)*10**3 
+
+//Result
+printf("Slope at free end is %.5f radian",theta)
+printf("\n Deflection at free end is %.2f mm",y_b)