Any structural engineers on here that are willing to share their knowledge? I'm going to put a 75g refugium over a 75g sump. The floor joists are 2x6's 16" on center. The refugium and sump would share a single floor joist with the end of my other 75g tank, and would also only be sitting on 2 actual 2x6's. We added 2 2x4's under each of the two joists to give additional support, but I'm still nervous. Anyone help?