Author Topic: Dive limits? Structural Limits?  (Read 1300 times)

Offline FLS

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Re: Dive limits? Structural Limits?
« Reply #30 on: March 17, 2015, 01:43:58 AM »
With respect, it does tell you that having 2 500lb bombs under the wing reduces the bending moment at the spar/fuselage join compared to having those bombs inside the bomb bay or those bombs left behind on the ground.

Sorry I wasn't clear. It doesn't tell us what the difference is. It just predicts a difference of unknown magnitude.