The overflow box tied the top braces both to the tank sidewalls and tank bottom. The "unbraced" area was just the few square inches inside the overflow, which was insignificant. Now, with the overflow removed, the unbraced area is much larger, and the back and right side top braces are no longer tied together like they were with the overflow in place. That's a pretty big change, and I'm sure the forces are now greater on that corner. Enough to require bracing or OK as is? Any tank builders or structural engineers out there?