It really does appear that your (femr2) objection to NIST's estimate of 8 degrees is entirely a matter of your insistence upon interpreting NIST's "vertical fall" as coincident with what you referred to above as "the release point".
Not specifically. My objection to NIST's *estimate* is that it is at best meaningless, and at worst both wrong and inept.
Take the following oft-repeated NIST statements...
1-6D E-1 said:
Rotation of at least 8 degrees to the south occurred before the building section began to fall vertically under gravity.
...and...
1-6 9-8 said:
The entire section of the building above the impact zone began tilting as a rigid block (all four faces, not only the bowed and buckled south face) to the south (at least about 8º) as column instability progressed rapidly from the south wall along the adjacent east and west walls.
...and...
1-6 6-11 said:
WTC 1 tilt to the south of approximately 8 degrees was measured before smoke and debris obscured view.
...and...
1-6 6-1 said:
Rotation of the building section above the impact and fire zone to at least 8 degrees to the south occurred before the building section began to fall vertically.
So, what are they saying ?
Well, either ~8 degree tilt before vertical fall, or ~8 degree tilt before smoke obscured view.
Are they saying vertical fall began only when smoke obscured view ?
Clearly that would be utterly false. We can all see that significant vertical fall ensues before smoke obscures view.
So, the question arises, what angle did the upper section rotate through before vertical drop ensues.
Stating some way of defining transition from rotation about the lower edge of North face, to continued rotation AND vertical drop of the entire upper section is of course a pre-requisite, and is performed by determinig *release points* as MT has described above.
Now, tell me... how have NIST defined transition from rotation to vertical drop exactly ?
So, whilst I do view the quoted NIST statements above as rather pathetic, my focus is to determine the ACTUAL angle, within clear and reasonable margins.
More what I object to is for folk who have read the NIST report to parrot sections verbatim, without any inkling as to what it actually means, in what context it is valid or why, in this instance, whatever assumption you apply to what you think they might have meant...it's just wrong.
In a discussion which includes presentation of extensive data concluding significantly lower angle than 8 degrees, for someone to conclude their own *analysis* by stating...
The building section tilted about 8 degrees and then fell vertically.
...is nonsense...especially when that person has invented a wondorous process by which the upper section rotates to 8 degrees and then stops rotating as some kind of excuse.
It's simply a case of NISTitis. Rewriting the world around something NIST wrote to try and make sure it fits.
It's nonsense.