wktaylor

I'm located at airport 2WV3.

I have (I believe) an indeterminate structure, almost ready to load test. My Linear FEA (grape) gives a moment about the joints and I was able to design the gussets based on the spread sheet I wrote. http://www.homebuiltairplanes.com/forums/showthread.php?t=26026

Would a discussion on line of various methods of analysis of this structure's moments at the joints be comfortable/worthwhile to you? Or would the more conservative approach of (NO FEA) be more comfortable.

thanks....

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