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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)
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