- The Model for 'removing' skyscrapers is the Penzer Building
in Detroit, courtesy of Controlled Demolition, Inc. Notice the yellow enclosed
area showing some of the cutter charges that demolished ALL of the support
columns on one floor. The total weight of the unsupported structure hammered
the building to the ground after the core structure was blown to pieces:
-
-
-
-
-
- In the RENSE article, Dirty Little 9/11 Secrets Exposed
-
- http://www.rense.com/general66/dirt.htm
-
- Among the litany of 9/11 exposures is the SEQUENCE of
the White Jet's arrival from its destruction of alleged Flight 93 in Pennsylvania
to finish off the North Tower, Trip #3 to the Big Apple on 9/11:
-
-
-
-
-
-
-
-
- The above Dirty Little 9/11 Secrets Exposed RENSE article
mentioned the crackerjack investigation of 9/11 by Hustler publisher Larry
Flynt and his investigators, Carolyn Sinclair and David Bruce. Find the
front page article scan of the great photos:
-
- http://www.total911.info/2005/06/flynts-hustler-runs-911-truth-expose.html
-
- For those who missed the 9/11 Collector's Edition of
Hustler magazine, Larry Flynt is making the article (without photos!) available
at www.larryflynt.com:
-
- http://www.larryflynt.com/notebook.php?id=100
-
- COMPARE the clouds of the cutter charges at the North
Tower with those at the Penzer Building in the first photograph:
-
-
-
-
-
-
-
-
- FEMA, the Federal Government agency that covered up the
OKC bombing, arrived in NYC on 9/10 claims:
-
- Review of videotape recordings of the collapse taken
from various angles indicates that the transmission tower on top of the
structure began to move downward and laterally slightly before movement
was evident at the exterior walls. This suggests that collapse began with
one or more failures in the central core area of the building.
-
- http://www.serendipity.li/wot/wtc_ch2.htm
-
- FEMA claims in their conclusion:
-
- The fire-performance of steel trusses with spray-applied
fire protection, and with end restraint conditions similar to those present
in the two towers, is not well understood, but is likely critical to the
building collapse.
-
- http://www.serendipity.li/wot/wtc_ch2.htm
-
- In a Nutshell, FEMA is claiming trusses that supported
the floors were not solidly attached to their end supports, the exterior
wall and the interior core structure. Just heat from the alleged burning
fuel caused the trusses to expand falling off their supports resulting
in the 'collapse' of the North Tower. Many have seen warehouses with their
steel trusses supporting the roof. These trusses may or may not be attached
to their supporting walls. HOWEVER, the North Tower is a 110 story skyscraper
not a warehouse!
-
- THIS PHOTO shows such a warehouse OPEN WEB JOIST or TRUSS
(The angular bars from the lower beam helps to support and stiffen the
upper roof beam.):
-
-
-
-
-
- FEMA claims the North Tower floor joist in the next diagram
is a open web joist or TRUSS. However, the red circled areas show that
the angular braces wrap around the upper beam ,THUS they serve no supporting
or stiffening function for the top beam:
-
-
-
-
-
- WHILE YOU ARE INSPECING THESE DIAGRAMS notice FEMA is
claiming that TWO 5/8 inch bolts ONLY attach the beam at its ends.
-
- Just to let the cat out of the bag: THIS IS NOT A TRUSS.
Steel beams only provide the primary support for the WTC floors. This diagrams
explains the purpose of the angular braces. They allow the upper beam to
support the lower rail that in turn supports the ceiling and all of its
contents:
-
-
-
-
-
-
- FROM: www.icc-es.org/reports/pdf_files/UBC/4071.pdf
-
- This photo of a WTC office shows how close the ceiling
approaches the windows. Perhaps the South Tower Boeing 737 went though
such an office space. In their final report FEMA ignores the napalm bombs
that went though the South Tower along with the CFM56 engine from a Boeing
737 NOT a 767 the Fed Govt. claims. See the RENSE article, The Rest Of
The 9/11 Street Engine Story
-
- http://www.rense.com/general64/wth.htm
-
-
-
-
-
-
- This final piece of the puzzle shows the section of the
floor assembly in place with the lower rail of the assembly almost inline
with the top of the windows. The assembly is heavily bolted and welded
to the exterior wall brackets.
-
-
-
-
-
-
- This photo shows the floor assemblies in position. The
assemblies of one floor are covered with 4-5 inches of concrete to increase
the strength of the floor. FEMA claims 'lightweight' concrete was used
and thus it was weak. Since the concrete was a vital part of strengthening
the floor that would be nonsense.
-
-
-
-
-
- FEMA spun a fairy tale that the WTC Towers were a one
of a kind construction with inherent design flaws. However the MIT study
had a different slant:
-
- http://911research.wtc7.net/mirrors/guardian2/
sixty-state-street/construction.htm
-
- The design concept of tubular framing (the so-called
tube within a tube architecture) has been employed in the construction
of many of the world's tallest buildings. These include the John Hancock
Center (1105 ft), the Standard Oil of Indiana Building (1125 ft), the World
Trade Center Towers (1350 ft), and the Sears Tower (1450 ft). In fact,
most modern skyscrapers use this design, a design which uses a specially
reinforced perimeter wall to resist all lateral loading and some of the
gravity loading, and a heavily reinforced central core to resist the bulk
of the gravity loading. The lateral loading (horizontal force) on the building,
is mainly due to the wind while the gravity loading (downward force) is
due to the weight of the building (i.e., due to gravity).
-
- In the tube within a tube architecture, it is of vital
importance that the horizontal forces on one wall be transfered to the
other walls, so that the entire structure will bend to the minimum extent
possible. It is also of vital importance that these horizontal forces be
transfered to the central core so that the entire structure bends uniformly
as one unit.
-
- This is achieved by the use of a composite flooring system,
which is designed to act (in essence) as one super-large beam. The idea
is to connect the steel joists supporting the concrete slab, to the slab,
-
- The combined steel joist-concrete slab, has sufficient
strength to transfer the lateral loading to the core and the other walls,
so that the building bends as little as possible, but when it does bend,
it bends as a unit.
-
- The Sixty State Street Building (Bosten) has solid steel
beams spanning the gap (of up to 40 feet) between the central core and
perimeter wall (these are the beams at the back and on the left in the
photo):
-
-
-
-
-
-
-
- MORE FROM THE MIT STUDY
-
- Strangely, the authors of the FEMA Report "forget"
to mention the 24 x 18 inch metal plates that were covered with shear studs
and also set in the concrete slab. THESE PLATES (together with the 6 foot
long diagonal bars and the welded and bolted truss connections) PROVIDED
A STRONG CONNECTION BETWEEN THE FLOOR SLAB AND THE PERIMETER WALL. The
plates are the dark rectangular objects along the perimeter wall in this
photo:
-
-
-
-
-
- TO TOPPLE THE TOWER cutter charges would be placed: 1)
on the exterior columns, 2) at the intersection of the floor assembly to
the wall, and 3) on the inner core support columns and cross beams. Video
analysis indicates that one floor was taken out simultaneously with the
whole core structure being blasted to pieces.This photo shows the unconcreted
floor assembly abutting the exterior wall:
-
-
-
-
-
- THE RED SQUARES in this diagram indicate the support
columns of the inner core. Notice the easy access to the support columns
from the elevators, stairways, storerooms, etc. TO TOPPLE SUCH A MASSIVE
CORE cutter charges would be placed on all columns and all cross beams
at each floor level all the way to Ground Zero.
-
-
-
-
-
- SINCE Controlled Demolition, Inc. claims 70% of all 'removals'
here are some links to follow:
-
- FROM: http://www.thetruthseeker.co.uk/article.asp?ID=2580
-
- Mark Loizeaux, president of Controlled Demolition, Inc
- Loizeaux said, "If I were to bring the towers down,
I would put explosives in the basement to get the weight of the building
to help collapse the structure."
-
- Live link as of Oct. 10, 2004
- www.cdi-uk.com Now why would this link be dead? Go to:
-
|