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6) y=x 5-x2 10 2.53/2.3 A) local maximum: 3' 9 no inflection point. -16-12 B) local maximum: (0,5) no inflection points. 6) 10/20 1/2

  

6) y=x 5-x2 10 2.53/2.3 A) local maximum: 3' 9 no inflection point. -16-12 B) local maximum: (0,5) no inflection points. 6) 10/20 1/2 D) local minimum: 9 local maximum: 2 inflection point: (0, 0) 10 C) local minimum: local maximum: 15 2.53/2.. 3 15 2.532.3] 3 inflection point: (0, 0)

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