Using the Slope deflection metnod draw the Shear force and bending moment diagrams of the Jtructure suown berow Also determine the support reaction of the striucture

$I_{AB}=16,650m{m}^4$

$I_{BC}=24,910m{m}^4$

$I_{CD}=12,490m{m}^4$

$E=21,000\frac{Kn}{m^2}$