Yep. It would go like this:Should this have been found to be point of failure during the design? If so, how would engineers determine that?
Hmmm we got several columns connected by nothing but floor beams.
1.There's no way the floor system has the vertical rigidity to redistribute loads beyond the closest column. That's not good because if all gravity loads from these here columns were shifted to the immediate neighbors, they would be overloaded and fail and repeat Not very redundant.
2.also, are we sure the beams won't just disconnect snd collapse? Taking everything and everyone on them? Even if that doesn't trigger some chain reaction, it will itself be horrific