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Old 6th February 2010 | 02:18
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Bradda G
 
Joined: Aug 2008
Posts: 68
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From: KFRG
Question Structural Load Limit
I have two questions:
  1. Why is it that an extension of flaps reduces the structural load limit?
  2. Why is the negative load limit zero (0) once flaps are extended?
Any information would be appreciated.
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