I have yet to look up maximum wind speeds for my area. However, it seems like 80mph would be a safe number to use, especially considering the rack will be surrounded on 3 sides by woods. Using 80 mph as a baseline, I'm looking at a ~6600lb side load on the structure. I'll be running it through finite element analysis (FEA) since we have a program here at work that'll work very nicely to show the stress distribution through the rack. I'll reinforce as necessary after running it through that program.
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