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Old 12-19-2017, 06:57 AM
rv7charlie rv7charlie is offline
 
Join Date: May 2006
Location: Pocahontas MS
Posts: 2,823
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I'd suggest that you first re-evaluate what you are evaluating. ;-)

Seriously, while failure probability has to be part of the equation (ex: we accept the minimal probability of structural failure), that's not the primary thing you're designing for. What we're really interested in (in a/c) is analyzing what happens when there *is* a failure. Chew on that a while, and get back to us.
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