Do you know what the tensile strength of a 3/4" mild steel bolt is? You had about 120 of them stretched across each floor, tying the exterior columns to the cables tied to the trusses. They failed in tension.
Do you know what the shear strength of same sized bolt is? You had about 60 of those tying each truss to its truss seat. Those failed in shear.
Tell me again how a 200' wide by 6 story tall wall of free standing 14" x 14" x 1/4" thick box columns are going to continue standing serenely while one entire floor's worth of those bolts are all jerked, from one side, to failure.
When they are famously "pulling" a free-standing wall of a building to failure with cables, do you think that they need to use that many bolts?
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Ever seen a bulldozer plow its way thru a rocky field? That is, in essence, what the upper block is doing to the lower block.
Ever notice how the material being plowed does not form a perfectly straight line, equal in width to the bulldozer's blade? But rather builds up on each side of the blade & is shoved sideways as the dozer cuts a swath.
You're claiming that the upper block, plowing its way thru the lower structure, created a front end that matched perfectly the inside dimensions of the peripheral wall???
And magically sheared all the internal floors perfectly from outer columns ??
And left a massively unstable external wall standing in place???
And it wasn't until the crush front had long since passed by, with the high pressure front IN ADVANCE of it, that the outer walls suddenly threw themselves in all direction??
Or perhaps it was late-firing nanothermite that threw the external columns hundreds of feet …?