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Wo L (a) (x = Ly = 0 (x = 0, y = 0) (b)Figure below shows a uniform beam subject to a linearly increasing

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Wo L (a) (x = Ly = 0 (x = 0, y = 0) (b)Figure below shows a uniform beam subject to a linearly increasing distributed load. The equation for the resulting elastic curve is W0 _ _ 2 3 4 y- 1205\"} x5 +2Lx -L x) (a) Use a numerical method to determine the point of maximum deflection (that is, the value of x where dyldx = 0). (b) Determine the value of the maximum deflection. Use the following parameter values in your computation: L = 600 cm, E = 50,000 kNxcmZ, I = 30,000 cm4, and we. = 2.5 kN/cm

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