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If it is structural issues -- which I would suggest it very rarely is
-- you'll still have a huge safety margin when 5% or 10% over-weight. You are not going to be getting that close to the 'g' envelope, and your landings are hopefully not going to be hard enough to be given 10% of collapsing the gear! The answer to this is - it depends. I agree - the average flight does not take you anywhere near the limits of the g-envelope. However, momentary loads of 3 gees or more are not unheard of when flying in moderate turbulence. So for a VFR flight under a stratus overcast, sure, I wouldn't worry. For an IFR flight in cumuliform cloud, with scattered embedded T-storms, I would reconsider. Note that while the ultimate design load is 150% of the rated load, there is no requirement for the structure to withstand the ultimate design load without damage. Deformation is permissible. Repeated deformation due to excess loads may be a problem. This all assumes the key structural components were correctly manufactured in the first place, and have not deteriorated. With an aging fleet, that may not be all that valid. However, I will grant you that for a utility category aircraft, this is not an issue worth considering. The same issue comes up with regard to landings. Long smooth runway in daylight and light winds, in a plane I've flown before many times? No problem. Unfamiliar airplane and short strip with gusty crosswinds? I think I want all the protection I can have. How tough is the gear, anyway? When effectively the same gear is being used on an airplane with a significantly higher gross weight, that tells you something (the gear has plenty of margin). When you have a max landing weight lower than the max takeoff weight, that tells you something too (the gear has no margin - it is maxed out). Just something to think about. Further, if you look at accident reports where over-weight operation was a factor, I doubt you'll find many where structural issues came into play. In fact, I can't recall reading a single one, See the NTSB references in my reply to cwk. Michael |
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