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For the given beam, calculate the slope and deflection at point B by Castigliano Method. You can take modulus of elasticity (E) and moment

 

For the given beam, calculate the slope and deflection at point B by Castigliano Method. You can take modulus of elasticity (E) and moment of inertia (1) values as your own values. Choose a material and a section and also calculate E and I values. (Show in detail which material you chose and the shape of the section you chose.) 60 kN/m 3 m B 20 kN/m C 9 kN-m D 3 m 3 m

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