Collapse mechanism well understood? Nist could not produce any 'failed' columns from the initiation zone that would have started a collapse; just said they 'buckled' someway! But how? Bending, twisting, crumping up? And what happened to the two end supports of every 'failed' column in the initiation zone? Ripped apart, twisted apart?
Again you willfully misconstrue the evidence presented to you. If you are unable to grasp the basic structural concept then I find it difficult to see how you can seek to speak authoritively on this subject.
The deformation of the outer envelope is supported by incontrovertible visual evidence, moreover this envelope is not columinar in the nature you suggest but rather composed of a series of interlinked box sections.
That heat can affect a horizontal steel beam is well known; it sags due to its own weight and load on top - and it might break in the middle or at the ends ... and the load may drop off.
With respect, this represents a significant change from your original position that steel is not, in fact, susceptible to fire induced failure and I am disappointed that you have not grasped the opportunity to acknowledge your original error.
Notwithstanding your new position, however, you again fail to understand the implications of heat-induced deformation and failure. In general it would not be possible for a continuous reinforced concrete slab to simply "drop off".
And yes the end joints may fail leaving the outer envelope unrestrained and - this is a point you will fail to grasp - susceptible to deformation. Alternatively (as in the case of the WTC) the connections may remain intact resulting in strain deformation of the envelope and hence - wait for it - deformation.
How heat affects a vertical steel column is less well known. It depends on the cross section and slenderness ratio of the column. In the WTC1 case you would expect every core column just to crumple up (being compressed) when heated enough but no such effect was seen. And what happens to the load above then? Does it free fall?
Evidently not. The load is used to crumple up the column! Basic actually and easy to show in a model test;
Again, you wholly disregard the actual collapse mechanism and the failure of mode of complex structural frames. Initiation zone is the external envelope, per visual data, not the internal columns - you will recall that the cores in fact stood for some 10-15 seconds after the main collapses, before the lack of restraint led to failure.
It is also wholly incorrect to assume that the columns act monolithically during the collapse, inasmuch as following the failure of the restraining envelope one would expect failure at the joints rather than mid-section.
This is quite basic stuff. I don't understand why you're having difficulty grasping it, to be honest.