Dennis Kucinch has many ideas that can protect the future of America, its Constitution and the American people http://www.Kucinich.us
Mesothelioma is a rare cancer directly associated with 9-11 dust. The The "Mesothelioma & Asbestos Awareness Center" (maacenter.org) has information to protect the living.
The disinformation of the truth movement can now be called a domestic psyops enabling destabilization of the nation. To help the author of this site to return to message boards where he has been banned for demanding evidence be used to determine the true structure of the Twin Towers that stood in NYC and end the deception of America by FEMA, sign this petition. which replaces an earlier version, with a title not quite suitable, (original petition.) All signatures there will be applied to the later petition. Social fears have prevented the truth movement from using evidence reasonably or signing this petition. Break that pattern! Social fear and comfort has become more important than truth.
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New Video Explains; Free fall, total pulverization, superfine/heated particulate, smooth, square cut column ends, heavy steel assemblies heaved hundreds of feet.
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Truth discussion forum and radio download links page, or live with "Liberty Calling Beacon" . mp3 download, details of search for documentary, "The Engineering and Construction of the Twin Towers" 6/20/07, see 17:50 minutes
Author: Christopher A. Brown (REV. 2/25/09) argus1@earthlink.net
NOTE: The author of this site has written a book titled "After The Event" which has been released detailing the potentials for the unconscious mind or secrecy which can be related to the infiltration of the U.S. government.
The United States Government has been infiltrated by secret factions that have conspired through a "Pearl Harbor" type event to further corporate goals globally with an immense ruse.
This statement gains veracity when we realize that court officials will not support the truth in a wrongful death civil lawsuit by family members following 9-11. That statement is proven here where plaintiffs are deprived of the right to produce witness when the courts won't allow Firefighter testimony and that of Law enforcement. Their testimony was deemed "opinion". Now, as the oral histories of firefighters, police and others are released, over half describe explosions.
http://www.courts.state.ny.us/reporter/3dseries/2004/2004_00091.htm
More recently, 3/24/05, transcripts of callers were not allowed.
http://www.cnn.com/2005/LAW/03/24/sept11.tapes/index.html
The appeals court disagreed with families whose attorneys argued in a hearing last month in Albany that public interest outweighed privacy protection of those who died in the attacks. The above, and the common knowledge of presidential blockage of a lawful investigation, the destruction of evidence, etc., is proof that NO official anything is worth much at all in denial.
The scenario of this page FITS the evidence at the WTC, all of it, and provides practical, relevant explanations for what appears as impossible.
Keep in mind a fact about the few engineering reports attempting to assert the floor truss failures "theory". The structure they analyzed was not the correct structure. One of the reasons the following FEMA deception is critical to the ruse.
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Why was the below design first released by FEMA then changed to the above?
Some in the UK still think it looks like the below?
If the above link doesn't work, copy and past the below into a new browser window.
http://www.nyclu.org/node/842
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Below I've crudely altered an earlier FEMA core diagram to show how the concrete core, interior walls and hallways were configured through the entire height of the tower.
The FEMA web site does not depict the proper core structure of the world trade center. If it did the official story would not be worth, factually, the time it takes to hear it.
The twin towers had a rectangular cast concrete core structure formed into 4 rectangular cells that had elevators and stairways in them. By watching a documentary in 1990 about the construction of the towers I learned the details needed to analyze what has happened and what photos show us.
About The Documentary Titled "The Engineering and Construction Of The Twin Towers". It was produced by PBS. Production began in 1987 and the 2 hour program was aired in 1990 in 2 segments, playing on consecutive nights. I missed the first 20 minutes of the second one otherwise I watched it all. I viewed it on channel 28 in southern California. The first 30 minutes was about the history and design development, then the excavation and bathtub, the core foundation, the core, the steel and then the repeating process of erecting steel and casting concrete on up to the top and the hat truss. It detailed elevators, concrete composition, concrete pumping as well as the stringent security present on the site. There were curious mentions of factors like the revised plans for the core not being made available until 2 days before work on the core was due to begin as well as the strange security measures inconsistent with what ordinarily were simply construction processes.
I have met a civil engineer and many others who remember the documentary aired on another cable educational channel in 1995 and remembers the concrete core as they are shown blow and labeled "ACTUAL CORE OF WTC TOWERS", but as yet, is not willing to provide a declaration certifying such. The documentary showed us the true concrete core structure of the trade center towers. The architect, Yamasaki, designed for a torsion resistant core structure made from non flexible material, steel reinforced cast concrete, won a competition with several others. The "all steel" towers failed high winds because the steel perimeter columns could take the weight but were prone to flexing and the twisting of the towers in the wind could cause a failure.
The documentary focused on the concrete core because the construction of the core was a big slowdown factor.
Interior walls of the core of WTC 1 were not continuous vertically, they were interrupted by hallways perpendicularly opposed with each floor. Doorways appeared on each floor on every face every other floor. The tops of the interior walls of the concrete core served as the support for the steel interior concrete forms for the outer core shear wall. Breakdown steel forms that had to be disassembled and lifted 40 feet to be set for the next pour. Exterior forms were plywood supported by the inside faces of interior box columns.
I'm unsure, but from communicating to people who worked above the 90th floor, the hallways went both directions on a single floor; from this it seems that the weakening of the towers shear walls that the hall doorway openings caused was not a problem near the top, so the hallway/door scheme was changed higher up.
The south tower was different, 2 hallways crossed the core in both directions. The south tower core was not tapered as it was not strictly shear wall design. Ascending floors stepped their dimensions smaller and smaller. Floors and a full height central wall across the short axis were combined into a semi cellular configuration termed "super core".
What People refer to as the "cores" in raw photo evidence, and what the photos really show.
If they were the full length core columns shown in the FEMA diagram, where are they in the image below that shows the concrete tubular core of WTC 2 standing momentarily, half fallen, without the outer steel framework?
The lower part of each tower must have had a secondary detonation system that was installed months in advance that had a less rapid propagation system. The resulting delay cause the bottom 1/2 of WTC 2, seen below, to remain visible after the exterior steel structure of the floors had already been demolished. There is more description of this phase in SETTING DETONATORS:
The actual slowdown in construction was when it was revealed by the government agency constructing, and the videographers had to pry for this information, that there was a special anti corrosion, anti vibration resistant coating on the rebar of the concrete core structure. The coating was flammable and special precautions were to be taken, meaning the government would handle the butt welding of the 3 inch vertical bar prior to regular crews running the horizontal minor steel that is tied with wire.
A special crew with armed escorts outside visual screens removed the coating from the bars, beveled the bar ends, welded the bars (welders working on the main steel couldn't be used because they didn't have security clearances) and x-rayed them. After each tier of concrete was poured the welding had to be completed before the concrete forms could be built again.
Keep this concrete core deception in mind because every single web analysis out supporting the official story uses the FEMA information of steel core columns. Early floor truss analysis and the "pancake theory" use a different beam system, less, than what was actually in the towers.
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The core shown on the FEMA site, nor the other core design released right after 9-11 WILL leave a spire standing like we see below and no visible multiple, heavy core columns. No part of the FEMA core could have this appearance as it is halfway demolished! Above, I've altered available images to show what the core I saw being built in the documentary was.
Below is image of a spire that stood for 14 seconds comprised of one corner of the interior box columns that were fastened to the outside of the concrete core. This connection between interior columns and the concrete made the core a load bearing and anti torsion element for the steel framework configured as a tube around the concrete tube comprised of four smaller vertically interrupted tubular elements formed by the interior walls.
See the
page for a detailed sequence of the spire forming and falling.
Below is a photo of the spire from the opposite side. The concrete wall of the core and interior walls interrupted by hallways can just be seen.
Below is an enlarged image of the spire with arrows indicating the structural elements.
Below is the same basic spire viewed from the right side.
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The below photo has a comb like shape of the remnant of the reinforcing bars of the core, briefly standing. The FEMA core cannot leave this shape. There are too many elements and they are too small. The box columns in the spire image above are about the same size as the steel columns the core was supposedly made from. There were 47 and they were hand fabricated in 40 foot sections then 100% welded in place. The below photo was taken at approximately the same distance.
Below are a long row of 3" rebar on 4 foot centers seen at approximately 7500 feet.
In the video documentary of the construction it was noted that the special plastic coating was tested after sitting for longer periods during bad weather that didn't allow pouring of concrete. When good weather returned, the concrete was poured. Following this, it was discovered that the coating of the rebar had lost some of its viability. It was noted that nothing could be done and construction continued with freshly coated horizontal smaller rebar. The new rebar was critical to removing the concrete and LEAVING the large vertical rebar standing as we see it in this photo.
The slope to the top of the rebar was mentioned in the documentary. The engineers specified that the concrete pours not terminate with level opposing joints across the tower to maximize the strength of the tubular concrete tower core as an anti torsion element. Also the rebar was to be welded in series of butt joints in a slope across the walls of the core. Slopes ran in opposite directions on opposite sides maximizing torsion resistance of the tube. The slope of the tops of the rebar in the photo below show this.
The below image shows the interior box columns and a stair well sandwiching the thick base of the core. High tensile steel rebar protrudes from the top of the cast concrete. Note that the annotation of 3 inch rebar is in error, recent recall identifies the rebar as 6 inch and common with the foundation. Staggered extensions went through the core base from the foundation into the lower core walls that had primarily 3 inch rebar. Due to the proximity of the high explosive on the bar and a slight inequality of thickness of the concrete, one side of the rebar was subjected to higher pressures than the other resulting in the uniform coiled shape of the three rebar that are visible.
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Below is an image of the top portion of WTC 2 as it falls and is about to hit WTC 3. I would expect to see doorways, but do not, and assume that the top 2 floors of the concrete core were different structurally than those below where a number of floors had hallways crossing in both direction.
Keep in mind that this is the top of WTC 2 falling on WTC 3 which is to the west of the tower. This will be made significant a few paragraphs below.
The purpse arrow points to the core interior with a piece of perimeter wall trapped under the falling core fragment. The brownish gray well lit roof and above wall face left are the core. A basic cube shape inside the perimeter walls descending with it.
Below I'll attempt to explain and identify the building elements as the are partially seen inverted and being ripped apart by the free fall descent of a portion of the steel reinforced tubular cast concrete core.
The fine red line approximates the top edge of the tower faces and what was the horizontal plane of the top of the tower. The fine circular blue line shows the counter clockwise rotation of a group of panels of perimeter box columns that are fastened by floor beams near the face corner that was below the top by the length of the face corner. The fine green line shows the approximate exterior face corner of the building and the heavy green arrow points to the edge of the perimeter box column panel that was aligned with the fine green line.
THE GLARING INCONSISTENCIES OF THE TWIN TOWERS ON 9-11 & THE TERM "COLLAPSE":
1) The rate equaling that of free fall, inconsistent sequence, direction.
2) Total pulverization of everything but heavier steel
3) The molten steel seen in the basement 2 weeks after 9-11
4) The character and quantity of concrete particulate in the dust.
1) If electronic delays described below are used at 30 intervals, floors with less delay, approximate the 9 second rate of fall with removal of the core structure adequate to bring all the material to the ground.
2) Floors detonating first, cutting interior box columns, then 40 foot of core detonates.
3) Thermite used in the positions described of this scenario could end up leaving puddled steel anywhere in the basement.
4) The quantity of high explosive of this scenario, in direct contact with concrete, will create large quantities of very fine dust.
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How The WTC Was Secretly Demolished On 9-11-01.
The only way to reconcile ab analysis inclusive of the 4 Glaring Inconsistencies is that the thick coatings of the rebar of the cast concrete support core and foundation were actually made of plastic explosive C4. This would put enough explosive force in direct contact with the most concrete at high enough pressures and enable the instantaneous structural collapse of each floor consecutively to the ground that we saw, as well as the resulting particulate. Attempting to apply explosives to the exterior of the concrete would have created too much external explosion and made the demo obvious without achieving a fraction of what we saw or see in the sand and gravel of the photos linked above.
The Notion of no concrete core and of cutting the supposed steel core columns with anything other than shape charges, not developed as they are today, would have changed the character of the event witnessed. Below is a diagram
This was technology invented in the cold war to make self destruct missile silos and submarine bases, perfect for preplanned demolition. The C4 protected the steel from corrosion before the sea water was evacuated by the incoming concrete into the forms. The C4 was encapsulated in the concrete and its 10 year average shelf life extended by many times.
NOTE: The below links to http://www.ribbands.co.uk/ were disabled for a time. One has been thankfully been restored. Another important link was disabled after this site linked to it. That is from the concrete core page to the University of North Carolina, http://www.unc.edu/courses/2001fall/plan/006e/001/engineering/index.html. Please, if the truth in this matter has value to you, email the webmaster and ask that the page there about the concrete core be restored.
C4 shelf life of 10 years from an explosives manufacturer
http://www.ribbands.co.uk/prdpages/C4.htm
MilSpec: MIL-C-45010A
UK HSE Serial number: 32-A-68450
RDX content: 91 ± 1%
Polyisobutylene plasticiser: 9 ± 1%
Moisture: 0.1% max
Velocity of Detonation: 8092 ± 26 m/s
Density: 1.63 g/cm3
Colour: Nominally white
TNT equivalence: 118%
Chemical marking for detection: Marked
Shelf life: At least 10 years under good conditionsSafety of C4 http://www.news.com.au/common/story_page/0,4057,5298306%255E23590,00.html
"C4 resembles white, uncooked pastry or bread dough, and can be kneaded and moulded into any shape in total safety," said Mark Ribband, head of a British company that manufactures this explosive.
"You can even shoot bullets in it. It needs a detonator to make it explode," he said..
If you remember the North Tower roof falling in first showing a rectangular shape in the roofing material as the top with the antennae on it tilted with the antenna dropping. That was the core structure dropping from charges planted at approximate plane impact elevation set to detonate first to simulate a collapse triggered by the plane strike. The concrete lost its bearing ability immediately with the first charges going off in the plane impact area below the top and then traveled downward and upward through the tower. The top tilted and fell.
When the lateral strength of the core left, the damaged steel columns on the plane impact side failed and the top started to tilt. Because the box columns were fastened to the outside of the tapered concrete core ands its internal rebar, the descending bar pulled much of the surrounding steel inward as the core structure detonations traveled downward. At this point the descending rebar of the cast concrete core, unsupported for perhaps 200 feet below the top was falling into the core and toppling to the side.
The wave of detonations traveled down in 40 foot supersonic waves; since the only continuous steel rebar is vertical in cast concrete and the pours were 40 foot vertical. The core dropped so fast with detonations and acted as a focusing shape, it appears that particulate and smoke/dust are blowing straight up for 400 feet. This link shows the core as the center of the explosions. The delayed detonation traveled downward to the thicker zones of the core where 2 layers of 3 inch rebar were used and the size of explosion increased somewhat, right to the ground level. Just before that the thermite mentioned below was initiated.
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Floors were 4 inch poured concrete on large corrugated steel panels. Segments were 20 x 60 or 35 depending which side of the rectangular core in the square tower is indicated. Every 20 feet running from the face, perimeter columns to the interior box columns fastened to the core face, was a 1x3 I beam.
All floors that were sandblasted and cleaned, ready to pour concrete were forcibly evacuated for a period by armed security that watched their work. This factor was in the video!! Upon returning, members of concrete crews had reported to friends that on the first layers spreading the mud they were warned not to step on the green stuff in the valleys of the corrugated deck. That part was NOT in the video but from an oral history of a worker on the tower. Along every corrugation, about 2 feet apart and 4 inches wide, C4 had to have been poured along it the full width of the floor segment. Perhaps a few of these were set with the wrong delay creating what is referred to as premature "squib" blasts. One corrugation perhaps right on line with a detonator in the explosive circuit could create exactly this effect. The C4 of some floors may have lost its viability whereas the totally encapsulated C4 on the rebar of the core was as good as the day it was cast. It was noted by workers that there was a complete circuit formed and that the area surrounding the interior box columns on 3 sides were 4 to 5 times as thick as the green material in the corrugations. Again, this information comes from oral histories of workers on the towers.
The following section benefits from recall of the documentary which mentioned at least, the tolerances between the plates and the columns, critical to this method of cutting heavy steel.
Explosive shear on left, oxy/acetlene cut on right.
The tempered steel plates sandwiching the C4, cast into the floors form a sophisticated cutting charge with extreme shaping from optimum containment/direction/shaping into a collapsing plane of high pressure gas. Note the uniform red color on the sheared column. Loose iron oxide formed from extreme heating and cutting action of high pressure gas plane.
Below is an analysis of a column which was ruptured by an overloaded cutting charge and or a blockage in the box tube above. The telltale to the cutting charge built into the floor being involved is the straight square edge of the column on the lower narrow face represented by the dashed blue line in the diagram.
Floors with built in shape charges acted to cut columns on level lines and many images show a row of columns all cut at the same height. Interior box columns, the largest seen, are indicated by green arrows and the yellow arrow is support structure for freight elevator landings and guide rail supports or other mechanical facility inside the core.
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Eyewitness reports of first explosions a ground level at the time of impact could only have been from vibration sensors set to fracture the foundation with the plane impact, or radio proximity detection, because another blast was 9 seconds later in both towers after impact. There is also evidence that WYC 2 had a blast near the impact floors barely 1 second before impact.
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http://www.chiefengineer.org/article.cfm?seqnum1=1029
Mike told his co-worker to call upstairs to their Assistant Chief Engineer and find out if everything was all right. His co-worker made the call and reported back to Mike that he was told that the Assistant Chief did not know what happened but that the whole building seemed to shake and there was a loud explosion. They had been told to stay where they were and "sit tight" until the Assistant Chief got back to them.
The two decided to ascend the stairs to the C level, to a small machine shop where Vito Deleo and David Williams were supposed to be working. When the two arrived at the C level, they found the machine shop gone.
"There was nothing there but rubble" Mike said. "We're talking about a 50 ton hydraulic press - gone!" The two began yelling for their co-workers, but there was no answer. They saw a perfect line of smoke streaming through the air. "You could stand here," he said, "and two inches over you couldn't breathe. We couldn't see through the smoke so we started screaming." But there was still no answer.
The two made their way to the parking garage, but found that it, too, was gone. ‘There were no walls, there was rubble on the floor, and you can't see anything’ he said
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No walls, NO WALLS!!! Those were steel reinforced concrete walls, the centralized rebar of the walls coated with C4 removed the walls completely. The surviving engineers were protected by the efficiency of the blast which pulverized the concrete and filled the air with dust and high heat, floating the particles at the top of the room.
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WILLIAM RODRIGUEZ
Seconds before Flight 11 impacted floors 93 to 99 of the North Tower, janitor William Rodriguez heard and felt the concussion of a massive explosion in the sublevels under his feet. Thought the Twin Towers were anchored to bedrock, the floor beneath his feet vibrated and everything started shaking.
Then Rodriguez heard “another explosion from way above.”
Massive walls were cracking when co-worker Felipe David burst into the basement office yelling “explosion! explosion! explosion!” The skin was hanging off his hands and arms.
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PHILLIP MORELLI
http://www.gallerize.com/153%20WINDY%20TOWERS%20OF%209-11%20Four-Dateien/image001.jpg
Construction worker in the WTC Phillip Morelli (37 years old on 9-11-1) describes being thrown to the ground by two explosions while in the fourth subbasement of the North Tower. The first, which threw him to the ground and seemed to coincide with the plane crash, was followed by a larger blast that again threw him to the ground and this time blew out walls. He then made his way to the South Tower and was in the subbasement there when the second plane hit, again associated with a powerful underground blast. This is one of a series of interviews with WTC survivors done by NY1 News: (NOTE: Interview has been changed) ny1.com/pages/RRR/911special_survivors.html(source[/i]
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TOWER FALL SEQUENCE
Excavator operators in clean up were amazed that they didn't have to use breakers to remove the foundations. The explosions were done with great efficiency in the base of the concrete core structure and exterior foundation. The detonations simply broke the foundation, and significant walls, moving relatively little material and were not explosively connected to travel upward. The gravity load of the tower lent its mass to the foundation breakage and divided the total seismic wave into 2 smaller events. The upper detonations and thermite initiation later were timed. If they were not timed and were remote, why would the second tower hit, least damaged, fall first? Human nature says that while conducting a ruse, those who have control to make it as perfect as ruse as possible, will do so. Meaning;
There was no remote control over planes or detonations.
The fact that both towers fell almost identically and the tops fell in the wrong directions relating to the faces they were struck on are major factors that indicate the controlling aspects of the towers fall was completely separate from plane collisions and fires and that they were a demolition, controlled by timers.
Viewed from the east, here is the top of the north tower falling to the south when the tower was hit hard on the north side. Damage there logically causes a failure there having the tower fall to the north.
In addition to the above, it is completely illogical that this building, hit first, hit hardest, burnt worst, would fall last, without demolition's being involved.
Below is a photo of the South Tower. The upper body of the tower is falling east, again, tipping the wrong way if the plane hit the south face.
Remember that the top of WTC 2 hit WTC 3.
Within a collapse, the upper body of WTC 2 tilting east then the top falling west are all but impossible. With controlled demolition's benefiting from perfectly placed, precision delayed explosions, no problem.
Clearly, IF remote control was present with the planes, THEN the strikes on the buildings would coincide with the fall sequence of the towers because those in control would be logically compelled to make the ruse as believable as possible. They would be practiced and controlled in what they did, familiar with NYC. With control over the demolition's, the same effect could be achieved if the wrong tower was hit first by simply detonating it first. It is not easy to believe that those conducting the ruse would NOT make it close to perfect if they could do so and it was not perfect by any means.
As it was, the pilots only had to know the elevation the other pilot was supposed to hit, in case targets were traded by need. As long as both towers were hit and hit approximately at the planned elevation, the rest could be explained. Flight 11 was supposed to hit WTC 2 on the west side as a first strike, then flight 175 was to hit the south side of WTC 1. Both impacts would leave an impression similar to a cartoon of a plane hitting a tower where the top of the tower falls over the plane in the direction is was coming, and the lower remainder fall in the direction it was going despite the delay from impact to fall. The demolition plan put the tops of both towers toward WTC 3.
With Memory Of Innocent Americans Killed. The timer scenario also shows us that the fate of flight 93 was as a back up plane, wandering around. In essence waiting in a holding pattern, to INSURE that BOTH towers were hit by jetliners because the success of the ruse depended on that factor. After both towers were hit, it was shot down.
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THERMITE REMOVING THE VERTICAL BEARING CAPACITY OF THE STEEL AT THE BOTTOM LAST:
Below the detonation system of the lower core, diffferent from that of the upper core, was a gas system for safety as described in the SETTING DETONATORS section below. The different system was slower and the thermite removed the bearing ability columns at the base of them as the floors detonated at 75 millisecond delays downwards. If only the floors are detonated while the thermite at the base of the perimeter box columns and interior box columns is initiated, the steel will drop as a disconnected ring around the core, centralized, limiting collateral damage.
Thermite was placed against steel faces in the first floor and basement of the towers that created the large quantity of molten metal in the basements. In the most practical sense, thermite is the ONLY way to possibly create that much heat, that fast under those conditions.
After the van blew up in the basement of the WTC tower in 1993, (It is a known fact that government agents knew and allowed this to happen, see the trial of the terrorist charged) it and the first floor were remodeled and thermite was added in the quantities covering a single face of the vertical structural steel. Since thermite on a vertical surface will mostly run off, it was necessary to cover a considerable vertical length of the columns making it necessary to remodel the first floor also to provide enough vertical involvement to get thermite inside the box columns from a single face melting through. News casts near te end of the remodel covering it stated that "A special fireproofing was added to protect columns in case of further terrorism." I saw that news piece myself as I was following the repairs to the towers very closely after seeing the documentary on the WTC 1 construction only 3 years earlier.
The molten puddles of steel in the basement (corroborative link below) can only be explained by thermite (3,000 F at 30,000 FPS) which was needed to assure a complete and immediate failure of the bottom few floors at the end of the descent of the explosion removing the last steel support for the shifting load of debri, creating volume by perfect removal of short, strong vertical load bearing elements, accommodating the falling Debris, reducing collateral damage.
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Inspection ports provided would allow access to the big vertical bar in the concrete shear walls of the core. I remember these mentioned in the documentary as needed to check the condition of the reinforcing bar. When the buildings were leased there was extensive service done on lower elevators. That was done in immediately following the leasing of the towers when news programs reported that employees working in the towers lower floors experienced delays getting to lower floors because they had to go above them and then come back down due to service on lower floor elevators. A flame initiation method that utilizes gas filled plastic tubes which is a safer, more stable detonation system would be used here as those blasting caps would sit for months in the occupied building. The gas is lit and burns to a detonator resembling an old fuse, or fire blasting cap. This system will not be inadvertently detonated by radio waves or static and can be left safely for months. That system was also probably the reason the core of WTC 2 was left standing fro up to 5 seonds or so as seen in the part of this page above called, WTC 2 CORE STANDING
On the weekend before 9-11 the building was unlocked throughout the inside for cable upgrades for almost 48 hours above the 48th floor. Just about the right amount of time to access the inspection ports and complete the work done needed to get exactly the delay effect described here by the firefighters;
the inspection ports into the cast concrete pour are opened and 4 inches of C4 scraped off the rebar interrupting the explosive circuit where a delay cap initiated with the gas detonation circuit is inserted. Shielding the C4 from the upper detonation with a steel cover would assure that the lower cap would be intact for delayed detonation. The opportunity for setting detonators on the upper 48 floors of WTC 2 is documented below. It is implied that the entire WTC underwent the same cable upgrade.
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http://la.indymedia.org/news/2004/04/108539.php
According to Scott Forbes, a senior database administrator for Fiduciary Trust, Inc. – a high-net investment bank which was later acquired by Franklin Templeton – this is precisely what took place. Forbes, who was hired by Fiduciary in 1999 and is now stationed at a U.K. branch office, was working on the weekend of September 8-9, 2001, and said that his company was given three weeks advance notice that New York’s Port Authority would take out power in the South Tower from the 48th floor up. The reason: the Port Authority was performing a cabling upgrade to increase the WTC’s computer bandwidth.
Forbes stated that Fiduciary Trust was one of the WTC’s first occupants after it was erected, and that a “power-down” had never been initiated prior to this occasion. He also stated that his company put forth a huge investment in time and resources to take down their computer systems due to the deliberate power outage. This process, Forbes recalled, began early Saturday morning (September 8th) and continued until mid-Sunday afternoon (September 9th) – approximately 30 hours. As a result of having its electricity cut, the WTC’s security cameras were rendered inoperative, as were its I.D. systems, and elevators to the upper floors.
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(This page has been removed http://anderson.ath.cx:8000/911/hj05.html)
http://www.commondreams.org/views03/0204-06.htm
Washington, D.C. WASHINGTON, Jan 19, 2003 -- A company that provided security at New York City's World Trade Center, Dulles International Airport in Washington, D.C., and to United Airlines between 1995 and 2001, was backed by a private Kuwaiti-American investment firm with ties to a brother of President Bush and the Bush family, according to records obtained by the American Reporter.
Marvin P. Bush, a younger brother of George W. Bush, was a principal in the company from 1993 to 2000, when most of the work on the big projects was done. But White House responses to 9/11 have not publicly disclosed the company's part in providing security to any of the named facilities, and many of the public records revealing the relationships are not public.
Nonetheless, public records reveal that the firm, formerly named Securacom, listed Bush on its board of directors and as a significant shareholder. The firm, now named Stratesec, Inc., is located in Sterling, Va., a suburb of Washington, D.C., and emphasizes federal clients. Bush is no longer on the board.
Marvin Bush has not responded to repeated telephoned and emailed requests for comment on this story.
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The floor delays would be on one circuit and the core on another. The ports accessing the rebar in the core walls were on the inside of the core, protected from the blasts of the floors. Floor circuit delays would be set to count at 75 milliseconds with a possible decreasing delay downward for initiations of consecutive floors to the bottom. Concrete core delay paths would set at 300 milliseconds for each 40 foot concrete pour which had at least one inspection port on each 3" vertical rebar to remove the coating and slow the removal of bearing and lateral support, keeping the floors in position while they detonate.
The Glaring 4 Inconsistencies are dealt with by this theory based on information the public already has and knows. Some forgotten, who out there remembers the documentary of the construction?
In the basements of the collapsed World Trade Center towers, where the 47 (note: this is an intentional distortion, the interior box columns were not central) central support columns connected with the bedrock, hot spots of “puddled molten steel” were discovered more than a month after the collapse. Such persistent and intense residual heat, 70 feet below the surface, in an oxygen starved environment, could explain how these crucial structural supports failed.
Peter Tully, president of Tully Construction of Flushing, N.Y., told AFP that he saw pools of “literally molten steel” at the World Trade Center. The molten steel was found “three, four, and five weeks later, when the rubble was being removed,” Loizeaux said. He said molten steel was also found at 7 WTC, which collapsed mysteriously in the late afternoon. -American Free Press (9/03/02)
4) The quantity, 2 foot thick of gravel sand and powdered concrete surrounding the WTC, exceeds by multiplies, the quantity of material the FEMA web site identifies being used in the floors. Add to this the cloud of 100 micron finely pulverized concrete, and what happened can only be caused by demolition. Firstly the quantity is such because of the massive concrete core described here. Second, the location of the rebar, centralized in the core structure, makes extremely high pressures possible. Attaining breakage that fine and consistent is impossible without excessively large loading UNLESS absolutely optimum location and distribution is utilized creating maximum pressures.
Another important point is that the official design show that the only concrete is in the floors and it is LIGHT WEIGHT concrete. Light weight concrete is made from a small amount of very fine silica, vermiculite and flyash with portland cement, then it is foamed or aerated and spread. NO GRAVEL (rock) is used.
Here is an image showing what is only possible with high explosives.
What you have seen in the photo near the top of the page and again below, is the tops of 3" rebar, special high tensile steel, that has broken at a series of welds. The slope of the tops of the steel bars is created because engineers did not want a series of weld joints on the vertical bars horizontally creating a possible line of fracture across the building. The reason the bar are standing and the concrete gone is that the C4 coating on those bars was not viable. The north tower was the first built and old rebar was not yet rotated out of the high security locked storage on site, then the rebar was set in the fall. An early winter caused it to be exposed to harsh weather and it became non viable as an explosive. The concrete was removed by the detonation of the horizontal bar wired to it, leaving the heavy 3" vertical bar standing, momentarily.
Here is the final seconds of the South spire shown in the earlier photo. A violent shock wave from below knocks the remnants of concrete from an area of core wall next to the steel dropping the spire as seen here in an animated gif. (This .gif looses the last frames at times and the last drop is not seen.)
