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+clear
+//
+
+//Given
+//Variable declaration
+L=4*1000 //Length in mm
+w=50 //load at fixed end in N/mm
+I=1e8 //Moment of Inertia in mm^4
+E=2e5 //Youngs modulus in N/sq.mm
+
+//Calculation
+//case(i):Slope at the free end
+thetaB=(-(w*(L**3))/(24*E*I))
+
+//case(ii):Deflection at the free end
+yB=((w*L**4)/(E*I*30))
+
+
+//Result
+printf("\n Slope at the free end = %0.3f rad",-thetaB)
+printf("\n Deflection at the free end = %0.3f mm",yB)