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+// Problem no 6.11,Page No.162
+
+clc;clear;
+close;
+
+L=2.5 //m //Length of beam
+L_1=1.5 //m //Length from Fixed end
+W=50*10**3 //N //Load
+
+//Calculations
+
+//Case-1
+y=W*L**3*3**-1 //Deflection of the cantilever at free end
+
+//Case-2
+//Deflection of cantilever at free end is
+//y_1=W_1*L**3*3**-1+W_1*L_1**3*3**-1+W_1*L_1**3*3**-1*(L-L_1)
+//After substituting values in above equation and simplifying further we get
+
+//y_1=22.375*W_1*3**-1
+
+W_1=y*3*22.375**-1*10**-3 //Magnitude of equal Loads
+M_1=W*L*10**-3
+M_2=W_1*L+W_1*L_1
+
+//Let M_1=sigma_1*z  and M_2=sigma_2*z
+//Dividing above two equations we get
+
+//Let X=sigma_1*sigma_2**-1
+X=M_2*M_1**-1*100
+
+//Result
+printf("Magnitude of equal Loads is  %.2f kN",W_1)
+printf("\n Max Bending stress is  %.2f %%",X)