2. The beam in the figure is made of material having modulus of elasticity E =...

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2. The beam in the figure is made of material having modulus of elasticity E = 200 GPa . The moment of inertia of segments AB and CD of the beam is I = 6.77 10-6 m, while the moment of inertia of segment BC is 21. Using the MOMENT-AREA METHOD, determine the slope at point A and the maximum deflection at the midspan of the beam. 1 m 25 kN B 2 m 25 kN C 1 m 2. The beam in the figure is made of material having modulus of elasticity E = 200 GPa . The moment of inertia of segments AB and CD of the beam is I = 6.77 10-6 m, while the moment of inertia of segment BC is 21. Using the MOMENT-AREA METHOD, determine the slope at point A and the maximum deflection at the midspan of the beam. 1 m 25 kN B 2 m 25 kN C 1 m