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+// Problem no 12.1,Page No.286
+
+clc;clear;
+close;
+
+L=6 //m //Length of Beam
+L_1=4 //m //Length of Beam with udl Load
+w=10 //KN/m //u.d.l
+
+//Calculation
+
+//Deflection of cantileverat C due to udl on AB
+y_c=w*L_1**4*8**-1+w*L_1**3*6**-1*(L-L_1) 
+
+//Deflection of cantileverat C due to prop reaction alone
+//y_c_2=R_c*L**3*3**-1
+
+//Since both Deflection are Equal
+//y_c=y_c_2
+
+R_c=y_c*(6**3)**-1*3 //Reaction at C
+
+//Result
+printf("The Reaction at End C is %.3f kN",R_c)