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+// Problem no 6.1,Page No.154
+
+clc;clear;
+close;
+
+b=0.12 //m //Width of beam
+d=0.2  //m //Depth of beam
+dell=0.005 //m //Deflection
+E=2*10**5*10**6 //N/m**2 
+L=2.5 //m //Length of beam
+
+//Calculations
+
+I=b*d**3*12**-1 //m**4 //M.I of rectangular section
+w=8*E*I*dell*(L**4)**-1 //N/m //U.d.l
+
+//Let slope at free end be theta
+theta=w*L**3*(6*E*I)**-1 //Radian 
+
+W=dell*3*E*I*(L**3)**-1*10**-3 //kN //Concentrated Load 
+
+theta_2=W*L**2*(2*E*I)**-1 //Slope at free end
+
+//Result
+printf("Uniformly distributed Load beam should carry is %.2f N/m",w)
+printf("\n Concentrated Load at free end is %.2f kN",W)
+
+//Answer is wrong in the textbook.