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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)
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