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+clear
+//
+
+//Given
+//Variable declaration
+L=2.5*1000 //Length in mm
+w=16.4 //Uniformly distributed load in kN/m
+I=7.95e7 //Moment of Inertia in mm^4
+E=2e5 //Youngs modulus in N/sq.mm
+
+//Calculation
+W=w*L //Total load in N
+yB=((W*L**3)/(E*I*8)) //Deflection at the free end in mm
+
+
+//Result
+printf("\n Deflection at the free end = %0.3f mm",yB)