Calculate the beam deflection at point C. E = 206.8 GPa, In = 1.873 x 10-6 m4. Use either the double integration method or the moment area method. Show your work. 200 N 500 N 50.8 mm 76.2 mm C 1m 1m 2 m

and y vs. y (phase plot) 4. Consider the deflection v of the beam to the right. The beam is supported at each end and sags due to its own weight (a distributed load q = 50 kN/m). The equation describing the deflection is d'u qx (x- L) dx 2EI where L=5.0 m, I = 0.0052 m* and E = 1.0x1010 Pa. Use the method of your choosing (shooting or finite differences) to solve for: 1) the slope at each end of the beam; 2) the maximum deflection; and 3) the location of maximum deflection.

Materials 2 Time: 40 Minutes Q1) The figure shows a simply supported beam with overhang portion, carrying loads under different points. Using Macaulay's methods to determine the slope and deflection at points: A, B and at 1m from the left hand end of the beam. Take EI=0.65 MN/m². 20 kN 20 kN 30 kN/m B -0.6m. 1.2 m. 1.2 m. Ra 8 A