IF all of the descending mass would impact directly and squarely the columns, without the slightest lateral offset, such that the columns could excert their full capacity to all that mass.
BUT since you of course know that only a very small fraction of the descending mass ever impacted column ends, and most of it impacted some entirely different set of subassemblies (the floors, held by relatively flimsy seats), you ought to know with great clarity that Bazant's limiting case scenario is irrelevant when it comes to explaining any particulars of the ACTUAL collapses.
I mean, you have been told only like 500 times, or even more often. It should have sunk in by now.
I appreciate that you sorta "debunked" B&Z 2002 (by showing that the "best case for survival" scenario is not an order of magnitude outside the best case capacity - it's about on that order of magnitude - and thus total collapse is not absolutely inevitable in theory), but you need to understand at some point that the actual building and its actual collapse mechanism could dissipate only a fraction of the actual PE/KE elastically (i.e. far less than B&Z's best case theoretical scenario) - total collapse still happened to be inevitable as a matter of fact in case.