The truss shown below is loaded with P = 300 KN upward vertical load at joint A, supported by a roller at joint C and pin at joint B. It has the following properties: AC and AB = 5000 mm² BC = 6000 mm² E = 200 Gpa a. Determine the horizontal deflection at point A. b. Determine the vertical deflection at point A. Ai 3 m. 2 m. 13 m.

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