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+// Problem no 6.6,Page No.158
+
+clc;clear;
+close;
+
+L=10 //m //span of beam
+W=10*10**3 //N //Point Load
+a=6 //m //Distance from left end of beam to point Load
+b=4 //m ////Distance from right end of beam to point Load
+E=210*10**9 
+I=10**-4 //m //M.I of beam
+
+//Calculation 
+
+//slope at left end is given by
+theta_A=W*b*(L**2-b**2)*(6*E*I*L)**-1 //radian
+
+//Deflection under Load is
+y_c=W*a*b*(L**2-a**2-b**2)*(6*E*I*L)**-1*10**3 //mm
+
+//Maximum Deflection of the beam is
+y_max=W*a*(L**2-a**2)**1.5*(15.588457*E*I*L)**-1*10**3 //mm
+
+//Result
+printf("slope at left end is %.5f radian",theta_A)
+printf("\n Deflection under Load is %.2f mm",y_c)
+printf("\n #Maximum Deflection of the beam is %.2f mm",y_max)