[r]ode to Jer_usa_lem — Roger Morris . r e m o

To [REDACTED]

Pertaining our last question regarding the 2.25 second FREE FALL of WTC7.

To remind you. Within this 2.25 seconds of TIME, are captured the engineering feats of black magic, protected by States Secrets Privilege and the most venal of spies in a conspiracy so vast, it has sat on the hearts and open minds of free humans a BURDEN yet to be undone.

The PIVOTAL 2.25 second -108feet or eight [8]story/floor FREE FALL of this complex 81 columned 47 storied Government secure steel framed high rise, relies on ONE FORMULA. One algorithm. The critical Shear-stud break in the creatioNIST analysis hypothetically occurring on ONE level [12/13], creating the 'new phenomena' of creatioNIST's Shyam 'Pinocchio' Sunder. Thermal Expansion:sequential building collapse due to 'Normal Office Furnishings Fires.con".

WHEREBY 4 massive floor/ceiling beams connecting outer steel structure to internal Girder joining columns 44 to 79, on ONE floor, were theoretically heated by 'Normal Office Furnishings Fires' - OBSERVABLY already OUT at the time - somehow axially expanding - by your own reckoning ONLY along their 'top flange' - breaking the line of 3/4" shear studs@ 22" centers, thus freeing the beams/floor slabs without SAGGING which would pull inward the hanging heated steel beams, INSTEAD, by NISTs own calculation, beams heated WITHOUT heating the concrete floor slab sat DIRECT upon them[NCSTAR 1.9:352] and also, by NISTs own calculation not CONDUCTING heat anywhere except in the direction chosen by data input on 'unrestrained ' steel, and; so managed to 'walk'[push] the mass twin-lined shear-studded GIRDER between columns 44 and 79 off its ONE column seat at column 79.
Thus creating the 'house of card cascade collapse' across many thousands of uncompromised cold bolt/weld connections of this super strong Government secure building, bringing it to a shattered disintegrated PILE
all concrete pulverized to nanothermate ridden DUST,
in its own footprint , walls neatly folded,
6.5 + or - seconds later.
A building, incidentally, that suffered major INTERNAL EXPLOSIONS before the Great Towers came down and throughout the morning as testified by eyewitness Barry JENNINGS.

NOW. Albury. As you also know, the column connection at 79 was a three way connection. There were two other girder joins there. Neither of which were under attack by NIST algorithm. In the model, once the walking beams had broken the critical single seat join, and created the cascade, we are incredulous to learn the breach allowed internal column 79 to FREE-STAND over 7 stories for a second or so. Until, animated, it began to whip and PULL the ENTIRE 24 core column structure DOWN from WITHIN with no OBSERVABLE breakage of windows over that entire inner collapse first phase; then, a second later, independent, to PULL, in the 'manner of Controlled Demolition", the entire outer structure into a straight down sudden 6.5 second + - final 'collapse' phase. 2.25 seconds AT free fall.
Questions pale when the reader realizes computations made for the destruct sequences did NOT reference twin lines of shear studs on internal Girder between 44 and 79; were made on UNrestrained steel, did not conduct heat In a 'thermal expansion model, and did 'not heat the floor slab in the model' so as to get the required stress differentials to allow the mythical and CRITICAL shear-stud break of 3/4" shear studs @22" centers down the beam lengths.
Something never heard of before.
The agnotological 'New Phenomenon" of Shyam P Sunder.

But FURTHER, we now learn the NIST analysis failed to address 4 other factors since identified by 911 activists
http://www.911blogger.com/news/2012-03-10/tangled-webs-nist-and-wtc7
1. max 4.6" expansion of beams allowable.
2. sat on a 12" wide plate. Not "11 per NIST.
3. Below itanother plate @ 14"x1'6" meaning walk off distance required to fail at 9.4"
4. TWO plates welded one either side of girder vertical flange where it hits column, @5.1" x 3/4" x 1'6'', locking sideways movement of Girder thus preventing sideways 'walk' as contended by NIST.
5. Two lines of shear studs on internal Girders.

The 2.25 second FREE FALL exposes the infinite gap between the real and the creatioNIST fantasy . The magic bolt of Dr Shyam Pinocchio Sunder.