Ok. We agree. Documentary evidence is not physical evidence.
Indeed, so why do you
choose to ignore it?
And yet none of it reports the two novel phenomena that NIST purports.
So how does the documentary evidence even support NIST's hypotheses?
The documentary evidence does support the hypotheses that the beams would expand and by how much they would expand and how much force that would create laterally on the girder. All of this is calculated using acceptable engineering ideas.
It's not compelling, it's farcical. You take it as a matter of faith that this is even true, and don't question why the steel was removed so quickly.
There is no significant let alone compelling reason to believe that the steel in WTC 7 was unidentifiable decades after construction. I am sure you have read the explanation of that. YOU and the 911 conspiracy proponents have absolutely nothing even remotely concrete to support the notion that this is a lie. All you have is your suspicions which are born from your paranoia of gov't and any person or organization which you can connect to the US gov't even if by the slimmest thread.
You take it on faith that NIST lied about this and do not even question that point.
A fair point and a good question. Perhaps, you'll see what is fair in my response. Alternative explanations for the collapses are at least equally justifiable because NIST's WTC 7 report is wholly without physical evidence. If you want to rely on documentary evidence, unfortunately, there's far greater precedence for, and similarity to, controlled demolition than the unprecedented scenario NIST puts forth.
On the contrary, your documentary evidence is solely that the manner by which the structure collapsed 'looks like' a controlled demolition. However even at that it only does so in the fact that the structure's components followed the direction of gravitational force which is absolutely to be expected of anything that loses support for any reason whatsoever. There are no sounds of explosives, there are no window breakages to support the idea of a blast large enough to sever heavy columns. Nor is there any documentary evidence to suggest that any explosive or thermitic material, let alone in quantity enough to sever large columns, ever existed in WTC 7(or the towers for that matter).
Most certainly you side has no documentary evidence to counter that for beam expansion and girder walk off. Instead you simply dismiss it out of hand.
In fact the only hypothesis I have seen to counter beam expansion mediated walk-off is beam contraction in a cooling phase which would pull the girder. This has been suggested by the CBUTH, an organization whose members are architects and engineers (sound familiar?) and urban planners.
Sure, just given them the access, funding and resources. And while we're fantasizing, let's get the actual steel.
So you harbour suspicion of any and all gov;t funded groups but would still support, say AE911T, if they were to receive gov't funding? Wouldn't that automatically mean that anything they came up with could be suspect? Let's say that an independent study is done by persons supported by the 911 TM and they find that WTC 7 would indeed have succumbed to the fire damage. What would we see? Perhaps something similar to what we now see of the independent study of the red-grey chips? I would guarantee it!
I have asked you before exactly what the steel is going to do for you. What steel would you want? You at one time IIRC called for finding col 79. It was pointed out to you then that this would give you absolutely nothing other than to indicate that col 79 did in fact fail. So did every other column and it is not possible to tell which failed first by examining the rubble of the columns. It would not show you that a girder walked-off. It was over 400 feet long and individual floor levels are not marked on the steel so you cannot even find the girder seat you want to look at. There are 40 of them that look the same!
You then might wish to see the beams and girders and there you
may be able to see some that suffered heat induced twisting or buckling but even then you still cannot positively identify the location of those members so you cannot positively identify those which you would be concerned with. You also cannot determine if heat induced deformations are from pre-collapse fires or post collapse underground fires, so once again you are stymied.
Again I ask, exactly what structural steel members would you want investigated and how do you propose picking them out of the rubble and identifying them?