SITUATION: You are free to decide on what method to use. A beam 3 meters long us simply supported beam carries a downward vertical load of 300 N at a point 2m from the left support. use E=50GPA, I =1x106 mm Determine the following: (2 decimals for non-whole numbers) (a) distance of maximum deflection from left support, d max = 1.63 meters (b) maximum Ely value = N-m (c) actual maximum downward deflection in mm using given EI, Ymax = mm (absolute value, 2 decimals) (d) actual midspan downward deflection in mm using given El, Ymid = mm (absolute value, s decimals) (e) actual rotation or slope angle (in degrees) at the right support using given EI, y' = degrees

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