You appear to have a massive reading comprehension problem.
I apologized already for the one area where I altered your text.
Again you claim buckling and load paths have something to do with the issue Dave and I are discussing: columns being removed by explosives. They don't. Columns removed by explosives provide no support. You claim buckled columns provide neglibible support. So?
That specifically, no explosives were necessary to initiate the collapse, and once the collapse begun there was absolutely no stopping it.
What you clearly are doing
What I'm clearly "doing" is pointing out that buckling will result in the same phenomenon that you for
whatever reason are taking issue with - the speed of the collapse.
I used "load path" to describe that a particular load will be handled differently by a support when the direction of that load is changed. In a typical design, the weight of a floor will be transferred through a
vertical column that provides a direct path to the ground.
If you think "load path" is too broad then think about
eccentric loading - meaning off-center or uneven. This is what the buckling action in a structure causes:
The interior collapse, which BTW preceded this 8 story drop you continue to have issues with causes the eccentricity. As internal structure fails the loads have to be redistributed to compensate, and eventually at least one of two things happen:
Either the structure becomes unstable
or
The structure has insufficient support remaining to avoid collapse
You may be disputing whether or not the building leaned during the collapse, which irrelevant because it
did, but the entire issue began when the interior collapse began a good 8 seconds or so
before the exterior started falling.
You appear to have a massive reading comprehension problem
Speaking of which we have the November Stundie nominations in the main conspiracy section. You can submit any gems you find there.