Over the summer (in humid Louisiana), we witnessed a hump emerge (about 0.5" from high point to the low point a few feet away) in our kitchen in our relatively new house. Very annoying. I went under the house, and I noticed that the part of the sill where the two 6"x6" beams meet at the center of the house was slightly upward angled over the pier. It was probably like this at installation, but then the wood probably swelled with the summer humidity.
In any case, this seems to be pushing the end of one joist, and especially the blocking between joists, into the subfloor directly below the hump. I had a structural engineer inspect the house plans and the foundation. He agreed that the center beam was slightly angled and suggested shaving down the elevated part of the sill beams over the pier slightly to relieve some of the upward pressure on the subfloor (providing support for the perpendicular joists in the meantime). He made it sound like a simple job but something tells me it won't be. To me, it seems simpler in theory to replace the blocking with a slightly shorter one that won't push up into the subfloor. Any advice on if this is a good idea, even possible, or how one might go about doing this would be appreciated.
Some pictures here for context: https://imgur.com/a/ghRVNZg.