I don't know who is the 'you' Joey.
Your linked explanatory post is a reasonable overview as a first step to explaining the collapse initiation to a non-engineer/non-applied scientist.
I personally doubt that floor joist sag pulling in outer perimeter columns is the only mechanism in play but that is not a matter for the first round explanation.
To explain further probably needs an understanding of some engineering principles. One principle is that the initiation of collapse was a cascade failure. That is a process where, expressed colloquially, 'as things get worse they get worse faster'. In other words it is exponential. Another is that removing 25% of columns does not put a 30% additional load uniformly on the other columns. It depends which columns are cut and their proximity to other columns which take the redistributed load. To a very rough approximation cutting all the columns on one side could see zero force in the opposite side columns and a doubling of load on those in the middle. (OK Engineers - I said rough approximation

) More details if you need but the key point is that the loads from failed columns are not evenly spread over what remains.
And that would be a key factor in the building up of a rapidly accelerating cascade failure as redistributed loads from failed columns trigger failure of the next overloaded column which triggers failure of the next overloaded column which triggers.....etc
I'll stop there before I get in too deep.