If someone was suggesting a max weight of 3000lbs I would understand all the back and forth on this. But, it seems to this builder that 1850 is a safe max weight, provided of course the CG is within limits. Am I missing something other than debating the accuracy of engineering limits. I say that with tongue in cheek because in my 40 years prior to retiring, I had several discussions with design engineers about why they added 40% to the restricted weight limits on certain steel structures. The answers were to add a safety margin. I shortened those conversations to the above statement to point out that in my opinion, engineering limits are not absolutes, especially with regard to the RV-6 or -6A. But, I'm just a builder who accepts the results of others who went before me with raised max gross weights.
at some point engineering limits are indeed absolutes. how close do you want to get to that limit, and what proof do you have of how far away you are from it?
for example, if someone wanted a max weight of 2100 pounds, i would have no problem with that if they did the proper weight test of the structures at the appropriate points along the structure. I've seen them done, and when they exceed the limit the result looks pretty absolute to me.