Our rights, ideally, are secured by due process of Constitutional performance by government. Equal protection of law implies such process. The right to life was violated approximately 3,000 times in a total of 20 seconds and due process would have protected all citizens if applied, rather than usurped by governmental infiltration. These factors were guiding citizens efforts to apply due process investigation and governmental entities blocked efforts in all cases.

These explanations are only possible by utilization of the true design and construction of the towers with their concrete core, which is assumed, rather than assuming the deception of official origin (steel core columns) associated with the original violations of due process at ground zero after 9-11.

Free fall basically was present with a large part of the entire structure of both of the Towers. This cannot be reasonably distorted from that premise. In evaluation of this event, no minimization's of the descent rate can be allowed to influence decisions. The proportionate importance of accuracy does not exist until uniform, equitable satisfaction of due process is complete. Assertions that such small differences are of importance can only originate from an organized disinformation point trained to create a face of confusion in the post psyops organized by the infiltration of government then imposed on the us populations in various manners.

NIST states free fall was existent with one tower.

EXPLANATION:

Accordingly, with C4 coated rebar in the shear walls of the core and C4 poured into the floor corrugations that also acted as cutting charges for the interior box columns (two explanations below), the only full height columns that existed, free fall was assured. The security phone lines were used to distribute an audio tone to digital counters on every floor and every 40 foot of core. Floors were timed with 75 millisecond delays and core sections of 40 foot at 300 milliseconds.

EXPLANATION:

The above free fall explanation explains the building decomposition but it needs to be said that when the floors detonate and the 300 milliseconds delay of the core blast occurs, the contents of the building are subjected to an outward blast of hard stone aggregates that shred everything and blow it out the windows explaining the 3-5cm bone fragments on roofs 400 feet away and a great deal more.

EXPLANATION:

With an engineered explosive container made from concrete having the explosive coating on the centralized rebar, the pressures from optimum containment are absolutely maximized. Maximized pressures create a maximum shock wave lending to the total pulverization described in the above paragraph but also creating the 10-100 micron sized particles that are super heated to rise and form the distinctive pyroclastic flow. Since this occurs at the rebar surface it also causes some of the iron and chromium of the high tensile steel rebar to be bonded to molecules of silica and calcium as seen in the dust analysis.

This image may not resolve to a degree satisfactorily to satisfy some persons. They are referred to the many ground zero images which show, much closer, the smooth ends.

The column ends below are shown closer than most from ground zero. Note the redness. Iron oxide exuded under high heat.

EXPLANATION:

The C4 filled corrugations in the floors died out into special corner plates that were described in the 1990 documentary, "The Engineering and Construction of the Twin Towers" as stiffeners for the floor to column joint. There were 6 plates per column, installed in 2 layers, cast into the floors, all the way around the tower every 3rd floor which were made from tempered steel harder than the columns, approximately 3/8 inch thick. Acting as high pressure gas guides for C4 sandwiched between them, a collapsing plane of high pressure gas would surround the column and slice through it performing as an

http://algoxy.com/psych/9-11scenario.html#anchor1233383

optimized cutting charge. It is acknowledged that approximately 1/2 of the uniform, square cut ends of columnar steel found at ground zero are "elevator guide rail support steel" which was located inside the core and misrepresented as "core column" and that their square ends result from broken, single pass welds on the box columns. Closeups of broken welds at ground zero are seen.

Good evidence for built in cutting charges is shown with a

http://algoxy.com/psych/images/explorupturedcolumn.gif

ruptured Column. This also provides a very good explanation for the large quantity of iron microspheres

http://mouv4x8.club.fr/11Sept01/A0069b_3_towerexplo1_explosion_below.jpg

as dark columns of iron particulate seen in images are blown out the tops of the severed but still standing interior box columns inside the clouds of debris of the surrounding demolition.

A number of the cutting charges of WTC 1 floors failed due to exposure to bad weather during construction. A few failures could be expected anywhere in the towers. When this happens, large assemblies are intact when the core detonates and the webs of floor "I" beams against the core; still connected to floor beams going out to the perimeter columns, still connected by spandrel plates in the 3 story panels delivered for assembly; were subjected to the expanding debris wave of the concrete core which cause a

http://algoxy.com/psych/images/pre.cut.salvage.box.column.jpg

billowing of the web of an "I" beam showing huge pressure applied horizontally.