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clear
//
//Given
//Variable declaration
L=3*1000 //Length in mm
w=10 //Uniformly distributed load in N/mm
a=2*1000 //Length of Uniformly distributed load from fixed end in 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))/(6*E*I))-((w*((L-a)**3))/(6*E*I)))
//case(ii):Deflection at the free end
yB=(((w*L**4)/(E*I*8))-(((w*(L-a)**4)/(8*E*I))+((w*(L-a)**3)/(6*E*I)*a)))
//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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