BasqueArch
Graduate Poster
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WTC1,2 COLLAPSE SEQUENCE
ONE -Exterior Columns Collapse. As proven by the following visual evidence, initial failure began with exterior columns progressively bending and then collapsing . No explosives expulsion.
1A. Pictures progressive buckling WTC2 columns
http://911stories.googlepages.com/ST1.jpg/ST1-full.jpg
1B. Video of WTC2 progressively buckling exterior columns then collapse from Trinity Church, no detonation sounds or explosive expulsion of columns.
http://video.google.com/videoplay?docid=-5405555553528290546&q=trinity+church
1C. Video of closeup collapsing WTC2 corner. No explosive expulsion of columns.
http://www.youtube.com/watch?v=ZR24kKaToio
1D. Closeup WTC1 collapse, no explosives expulsion of columns.
http://www.youtube.com/watch?v=nDGCFDoMmuA
http://www.youtube.com/watch?v=HEAq6Qw-1zE&NR=1
________________________________________________________________________
X1. Disagreement with the following explanations cannot disprove the above established visual evidence of the exterior columns progressive, nonexplosives collapse.
1.Steel and structures depend on the ability to outlast fires, for the fuel to be exhausted , before sufficient heat fatally damages the structure. Usually, as a local fire spreads from one area to another, fuel from the initial fire is consumed and the steel structure cools enough to recoup strength as the fire spreads and weakens other areas. Either the fires go out before the structure fails or the structure fails before the fires go out.
2.In the WTCs large sections of floors of largely unpartitioned, inoperable sprinklered open areas simultaneously provided fuel, fast and thorough dispersion of fire, at once reducing the ability for heat damaged steel to cool and sufficiently compensate for progressive heat weakening of the remaining steel.
3.The columns failed from a combination of overloading from redistributed loads from severed and damaged columns, progressive bending of columns pulled in by sagging floor joists, and the columns’ progressive weakening by heat.
4. For CD to have exploded the floors, pulverized the concrete and hurled the exterior walls up to 600 feet away, the explosives needed to have been hidden in the 3 foot space between the slab and the ceiling at the spandrel plate and destruction of these spandrel plates would be expected. Picture of floor trusses, spandrel plates, and columns as installed.
http://www.debunking911.com/construction.jpg
5. Picture of undamaged spandrel plates. Large sections of connected wall assemblies, no evidence of explosively segmented destruction of columns or spandrel plates.
http://www.911myths.com/assets/images/columns.jpg
6. Given enough heat fire alone can collapse steel structures. Video of fire partially collapsing steel structure Delft, Netherlands. No explosives, lots of dust.
http://www.youtube.com/watch?v=ZaK5YVVaRCo
7. Windsor building Madrid fire. All unprotected steel collapsed, all protected steel survived (fuel exhausted, fire ends) , all concrete core and first concrete floor bay survived.
http://www.youtube.com/watch?v=_ywScL2dJKM&feature=related
TWO - Floor Slabs Pancake. As proven by the following visual evidence, after the initial columns failure , the upper 29 floors crashed onto floor 81 (WTC2), upper 12 floors crashed onto floor 98 (WTC1) starting the progressive floor failures. Each floor supported itself only, each column supported all the other floors above them in addition to the lateral forces.
The columns below were not crushed. Global collapse began when the floors slabs pancaked inside the columns . Evidence of video and photographs show uncrushed column assemblies upright at the base, spread out on the site and the "spire" center core columns that remained upright for 20 seconds after the floors assemblies swept past them, proving the exterior and interior columns were not crushed from the weight or impact from the columns above and the cores were not CD'd.
From this point on the load path changed from slab-to-column to slab-to-slab.
2A. Large sections of still attached exterior walls not crushed, or explosively fragmented in little pieces, laying on ground. Peeled over, toppled in large sections. Floors failed first then column assemblies toppled. Columns not crushed or CD'd.
http://www.911myths.com/assets/images/columns.jpg
2B. PBS WTC2 video of surviving core columns (roughly 60 stories at WTC1, 40 stories at WTC2. Floors swept past columns. Core columns not crushed, not exploded.
http://video.google.com/videoplay?docid=-1615521411849861778
2C WTC1 core exposed as floors collapse first, then columns. Core columns should have been CD'd at this point.
http://www.youtube.com/watch?v=kf8wR9PQSPc&NR=1
http://www.youtube.com/watch?v=-dWBBEtA5bI
2D Pancaking floors overpressure expels dust and debris out of windows slightly behind freefall of outer columns from above. No crushing of columns as floors collapse at 8 floors per second. Overpressure plumes continuously steady, not explosively large and then diminishing. If plumes were explosions, columns would have been ejected at the same time, but they remain in place until exterior columns topple.
http://www.youtube.com/watch?v=a2yKp39khqI&NR=1
________________________________________________________________________
X2. Disagreement with the following explanations cannot disprove the above established visual evidence of the floors pancaking past the uncrushed, unexploded interior and exterior columns.
From NIST FAQ:
1. The total capacity per floor of the individual connection capacities of the trusses seat connections was 29,000,000 lb. (Section 5.2.4 of NIST NCSTAR 1-6C)
2.Floor area outside the core app. 31,000 sf X service load 80 lb per sf = 2,500,000 lb.total vertical load per floor.
3.Total vertical connection capacity 29,000,000 lb / 2,500,000 lb vertical service load = 12 floors, or additional 11 floors that can be supported per floor.
4. Since the dynamic amplification factor for a suddenly applied load is 2, an intact floor below the level of collapse initiation could not have supported more than six floors.
5.Since the number of floors above the level where the collapse initiated, exceeded 6 for both towers (12 for WTC 1 and 29 for WTC 2), neither tower could have arrested the progression of collapse once collapse initiated.
6.In reality, the highest intact floor was about three (WTC 2) to six (WTC 1) floors below the level of collapse initiation. Thus, more than the 12 to 29 floors reported above actually loaded the intact floor suddenly.
http://wtc.nist.gov/pubs/factsheets/faqs_12_2007.htm
7. The WTCs had 30,800 SF of floor slab without a single interior steel column or beam to arrest collapse. Heat sagged truss joists up to 12 feet from level due to heat-vulnerable high truss surface area to mass ratio, pulling and bending exterior heat damaged columns in at columns connections.
8.Had there been one row of columns and beams halfway to the core (30') and 20' oc parallel to the exterior walls, 50% of the collapsing floor load would have been transmitted vertically through these columns to the foundation and perhaps the collapse might have been arrested a few undamaged floors below the initial collapse.
9. The less mass, the less fire resistance. The Empire State Building weighs 38 #/ Cu Ft, The WTC weighed 8 - 9# /Cu Ft. Cork weighs 10 #/ cu Ft.
http://books.google.com/books?id=3C...s7zHBQ&sa=X&oi=book_result&ct=result&resnum=3
THREE - Interior and Exterior Columns Topple. As proven by the following visual evidence, the floors pancaked at the rate of 8 floors per second, the exterior columns (36 foot long, 10 foot wide ,three column, three story bolted at base plates ) and the core columns became excessively laterally unbraced,too slender and the columns buckled at the bolted or welded connections and toppled. Try balancing one stick at the end of another stick. At 80 floors the columns were 960 feet high, WTC7 was 400 feet away.
The columns were not horizontally ejected by any explosives force, they toppled.
3A. Pictures of large connected sections of exterior columns, not exploded, spandrels undamaged.
http://www.911myths.com/assets/images/columns.jpg
http://www.digitaljournal.com/img/8/7/8/i/4/0/3/o/fdny911.jpg
3B. WTC columns impaled in Bankers Trust building; no damage to WTC columns or spandrels from explosives. Columns toppled.
http://www.studyof911.com/gallery/albums/userpics/10002/normal_BTflyingcolumns.jpg
__________________________________________________________
X3. Disagreement with the following explanations cannot disprove the above established visual evidence of the toppling of the interior and exterior columns.
1. One wrecking ball hit, not explosives, progressively collapses 10 story building. Rabobank office in Utrecht , Netherlands. Large dust clouds
http://www.youtube.com/watch?v=qmiApjHn4e8
2. Progressive collapse can occur without explosives. Balzac-Vitry demolition using only hydraulic jacks jammed between and pushing over loadbearing concrete walls. No explosives detonations, large concrete dust clouds created when moving concrete hits stationary concrete.
http://www.youtube.com/watch?v=syzKBBB_THE
Conclusion: Heat fatally damaged the light vulnerable WTCs structures as the structures failed before the fires ended. The exterior columns collapsed at the failed floors, the slabs pancaked past the exterior and core columns, the outer walls and core columns toppled subsequently.
____________________________________________________________________________
You can't reason someone out of something they didn't reason into. - Swift
ONE -Exterior Columns Collapse. As proven by the following visual evidence, initial failure began with exterior columns progressively bending and then collapsing . No explosives expulsion.
1A. Pictures progressive buckling WTC2 columns
http://911stories.googlepages.com/ST1.jpg/ST1-full.jpg
1B. Video of WTC2 progressively buckling exterior columns then collapse from Trinity Church, no detonation sounds or explosive expulsion of columns.
http://video.google.com/videoplay?docid=-5405555553528290546&q=trinity+church
1C. Video of closeup collapsing WTC2 corner. No explosive expulsion of columns.
http://www.youtube.com/watch?v=ZR24kKaToio
1D. Closeup WTC1 collapse, no explosives expulsion of columns.
http://www.youtube.com/watch?v=nDGCFDoMmuA
http://www.youtube.com/watch?v=HEAq6Qw-1zE&NR=1
________________________________________________________________________
X1. Disagreement with the following explanations cannot disprove the above established visual evidence of the exterior columns progressive, nonexplosives collapse.
1.Steel and structures depend on the ability to outlast fires, for the fuel to be exhausted , before sufficient heat fatally damages the structure. Usually, as a local fire spreads from one area to another, fuel from the initial fire is consumed and the steel structure cools enough to recoup strength as the fire spreads and weakens other areas. Either the fires go out before the structure fails or the structure fails before the fires go out.
2.In the WTCs large sections of floors of largely unpartitioned, inoperable sprinklered open areas simultaneously provided fuel, fast and thorough dispersion of fire, at once reducing the ability for heat damaged steel to cool and sufficiently compensate for progressive heat weakening of the remaining steel.
3.The columns failed from a combination of overloading from redistributed loads from severed and damaged columns, progressive bending of columns pulled in by sagging floor joists, and the columns’ progressive weakening by heat.
4. For CD to have exploded the floors, pulverized the concrete and hurled the exterior walls up to 600 feet away, the explosives needed to have been hidden in the 3 foot space between the slab and the ceiling at the spandrel plate and destruction of these spandrel plates would be expected. Picture of floor trusses, spandrel plates, and columns as installed.
http://www.debunking911.com/construction.jpg
5. Picture of undamaged spandrel plates. Large sections of connected wall assemblies, no evidence of explosively segmented destruction of columns or spandrel plates.
http://www.911myths.com/assets/images/columns.jpg
6. Given enough heat fire alone can collapse steel structures. Video of fire partially collapsing steel structure Delft, Netherlands. No explosives, lots of dust.
http://www.youtube.com/watch?v=ZaK5YVVaRCo
7. Windsor building Madrid fire. All unprotected steel collapsed, all protected steel survived (fuel exhausted, fire ends) , all concrete core and first concrete floor bay survived.
http://www.youtube.com/watch?v=_ywScL2dJKM&feature=related
TWO - Floor Slabs Pancake. As proven by the following visual evidence, after the initial columns failure , the upper 29 floors crashed onto floor 81 (WTC2), upper 12 floors crashed onto floor 98 (WTC1) starting the progressive floor failures. Each floor supported itself only, each column supported all the other floors above them in addition to the lateral forces.
The columns below were not crushed. Global collapse began when the floors slabs pancaked inside the columns . Evidence of video and photographs show uncrushed column assemblies upright at the base, spread out on the site and the "spire" center core columns that remained upright for 20 seconds after the floors assemblies swept past them, proving the exterior and interior columns were not crushed from the weight or impact from the columns above and the cores were not CD'd.
From this point on the load path changed from slab-to-column to slab-to-slab.
2A. Large sections of still attached exterior walls not crushed, or explosively fragmented in little pieces, laying on ground. Peeled over, toppled in large sections. Floors failed first then column assemblies toppled. Columns not crushed or CD'd.
http://www.911myths.com/assets/images/columns.jpg
2B. PBS WTC2 video of surviving core columns (roughly 60 stories at WTC1, 40 stories at WTC2. Floors swept past columns. Core columns not crushed, not exploded.
http://video.google.com/videoplay?docid=-1615521411849861778
2C WTC1 core exposed as floors collapse first, then columns. Core columns should have been CD'd at this point.
http://www.youtube.com/watch?v=kf8wR9PQSPc&NR=1
http://www.youtube.com/watch?v=-dWBBEtA5bI
2D Pancaking floors overpressure expels dust and debris out of windows slightly behind freefall of outer columns from above. No crushing of columns as floors collapse at 8 floors per second. Overpressure plumes continuously steady, not explosively large and then diminishing. If plumes were explosions, columns would have been ejected at the same time, but they remain in place until exterior columns topple.
http://www.youtube.com/watch?v=a2yKp39khqI&NR=1
________________________________________________________________________
X2. Disagreement with the following explanations cannot disprove the above established visual evidence of the floors pancaking past the uncrushed, unexploded interior and exterior columns.
From NIST FAQ:
1. The total capacity per floor of the individual connection capacities of the trusses seat connections was 29,000,000 lb. (Section 5.2.4 of NIST NCSTAR 1-6C)
2.Floor area outside the core app. 31,000 sf X service load 80 lb per sf = 2,500,000 lb.total vertical load per floor.
3.Total vertical connection capacity 29,000,000 lb / 2,500,000 lb vertical service load = 12 floors, or additional 11 floors that can be supported per floor.
4. Since the dynamic amplification factor for a suddenly applied load is 2, an intact floor below the level of collapse initiation could not have supported more than six floors.
5.Since the number of floors above the level where the collapse initiated, exceeded 6 for both towers (12 for WTC 1 and 29 for WTC 2), neither tower could have arrested the progression of collapse once collapse initiated.
6.In reality, the highest intact floor was about three (WTC 2) to six (WTC 1) floors below the level of collapse initiation. Thus, more than the 12 to 29 floors reported above actually loaded the intact floor suddenly.
http://wtc.nist.gov/pubs/factsheets/faqs_12_2007.htm
7. The WTCs had 30,800 SF of floor slab without a single interior steel column or beam to arrest collapse. Heat sagged truss joists up to 12 feet from level due to heat-vulnerable high truss surface area to mass ratio, pulling and bending exterior heat damaged columns in at columns connections.
8.Had there been one row of columns and beams halfway to the core (30') and 20' oc parallel to the exterior walls, 50% of the collapsing floor load would have been transmitted vertically through these columns to the foundation and perhaps the collapse might have been arrested a few undamaged floors below the initial collapse.
9. The less mass, the less fire resistance. The Empire State Building weighs 38 #/ Cu Ft, The WTC weighed 8 - 9# /Cu Ft. Cork weighs 10 #/ cu Ft.
http://books.google.com/books?id=3C...s7zHBQ&sa=X&oi=book_result&ct=result&resnum=3
THREE - Interior and Exterior Columns Topple. As proven by the following visual evidence, the floors pancaked at the rate of 8 floors per second, the exterior columns (36 foot long, 10 foot wide ,three column, three story bolted at base plates ) and the core columns became excessively laterally unbraced,too slender and the columns buckled at the bolted or welded connections and toppled. Try balancing one stick at the end of another stick. At 80 floors the columns were 960 feet high, WTC7 was 400 feet away.
The columns were not horizontally ejected by any explosives force, they toppled.
3A. Pictures of large connected sections of exterior columns, not exploded, spandrels undamaged.
http://www.911myths.com/assets/images/columns.jpg
http://www.digitaljournal.com/img/8/7/8/i/4/0/3/o/fdny911.jpg
3B. WTC columns impaled in Bankers Trust building; no damage to WTC columns or spandrels from explosives. Columns toppled.
http://www.studyof911.com/gallery/albums/userpics/10002/normal_BTflyingcolumns.jpg
__________________________________________________________
X3. Disagreement with the following explanations cannot disprove the above established visual evidence of the toppling of the interior and exterior columns.
1. One wrecking ball hit, not explosives, progressively collapses 10 story building. Rabobank office in Utrecht , Netherlands. Large dust clouds
http://www.youtube.com/watch?v=qmiApjHn4e8
2. Progressive collapse can occur without explosives. Balzac-Vitry demolition using only hydraulic jacks jammed between and pushing over loadbearing concrete walls. No explosives detonations, large concrete dust clouds created when moving concrete hits stationary concrete.
http://www.youtube.com/watch?v=syzKBBB_THE
Conclusion: Heat fatally damaged the light vulnerable WTCs structures as the structures failed before the fires ended. The exterior columns collapsed at the failed floors, the slabs pancaked past the exterior and core columns, the outer walls and core columns toppled subsequently.
____________________________________________________________________________
You can't reason someone out of something they didn't reason into. - Swift
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