Just fiddling with my calculator and using my front strut as an example; it is about 3.1 inches wide and has a .049 wall, in tension would take 13,000+ lbs before it would fail. That is figured for mild steel at 45,000 psi. I did it for two flat sheets 3.1 X .049, it should be a little more due to the extra volume of the curved surface. If it was rusted down to .025 all the way round it would be 1/2 or about 6,500 lbs remaining.
I though about the truss loading calculation for say 4 g's and put away my calculator. LOL (I'm an electronics guy.)
Darryl
I though about the truss loading calculation for say 4 g's and put away my calculator. LOL (I'm an electronics guy.)
Darryl
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