The investigation team found that the damage of WTC 7 could NOT explain the collapse.
What did the government do to investigate the unprecedented collapse of a steel-framed building from fires? It gave FEMA the sole discretion to investigate the collapse, even though FEMA is not an investigative agency.
FEMA assembled a team of volunteer engineers from the American Society of Civil Engineers (ASCE), dubbed the Building Performance Assessment Team (BPAT), to write the World Trade Center Building Performance Study. The engineers were not granted access to the site of the catastrophe. Rather, they were allowed to pick through some pieces of metal that arrived at the Fresh Kills Landfill.
Most of the steel was never seen by the part-time investigators. It had been sold to scrap metal vendors, and was being shipped out to overseas ports as quickly as the newly constructed infrastructure could handle.
The BPAT lacked subpoena power, hence was unable to obtain access to important documents such as engineering drawings of the buildings. 2
The FEMA/ASCE investigation was not funded by an act of Congress, and given a paltry $600,000 by FEMA. 1 A March 2002 hearing transcript revealed that, just two month before publishing its final report the BPAT still had not been able to see blueprints for WTC 7 or the Twin Towers since they lacked subpoena power. 2
That investigation was taken over by the the Federal Emergency Management Agency (FEMA) in late 2001 amid complaints that the ASCE investigation was being hampered.
In addition, the concurrent criminal investigation by the Federal Bureau of Investigation and a separate investigation by the National Transportation Safety Board further frustrated the building performance investigators.
The investigation has been hampered by a number of issues, including:
· No clear authority and the absence of an effective protocol for how the building performance investigators should conduct and coordinate their investigation with the concurrent search and rescue efforts, as well as any criminal investigation: Early confusion over who was in charge of the site and the lack of authority of investigators to impound pieces of steel for examination before they were recycled led to the loss of important pieces of evidence that were destroyed early during the search and rescue effort.
· Difficulty obtaining documents essential to the investigation, including blueprints, design drawings, and maintenance records: The building owners, designers and insurers, prevented independent researchers from gaining access – and delayed the BPAT team in gaining access – to pertinent building documents largely because of “liability concerns.” The documents are necessary to validate physical and photographic evidence and to develop computer models that can explain why the buildings failed and how similar failures might be avoided in the future.
· Uncertainty as a result of the confidential nature of the BPAT study: The confidential nature of the BPAT study prevented the timely discovery of potential gaps in the investigation, which was never filled and now that important and valuable data has been lost.
The “confidentiality agreement“ that FEMA requires its BPAT members to sign has frustrated the efforts of independent researchers to understand the collapse, who are unsure if their work is complementary to, or duplicative of, that of the BPAT team. In addition, the agreement has prevented the sharing of research results and the ordinary scientific give-and-take that otherwise allows scientists and engineers to winnow ideas and strengthen results.
· Uncertainty as to the strategy for completing the investigation and applying the Lessons Learned: The BPAT team could not plan, nor did it have sufficient funding, to fully analyze the structural data it collected to determine the reasons for the collapse of the WTC buildings. Nor could examine other important issues, such as building evacuation mechanisms. Instead, FEMA had asked the National Institute of Standards and Technology (NIST) to take over the investigation.
FEMA’s BPAT, the only official organization that reported on Building 7’s collapse within two years of the attack, published their Final Report in May of 2002, just after the last building remains had been scrubbed from Ground Zero. The Report was completely indecisive about the cause of Building 7’s collapse.
Later, the National Institute of Standards and Technology (NIST) was charged with investigating the collapses of the World Trade Center skyscrapers by the National Construction Safety Team Act (H.R. 4687), enacted on Oct. 1, 2002. 3 Unlike FEMA, NIST chose to separate their analysis of the Twin Towers and Building 7 into two separate reports. Although they initially promised to release their final report on Building 7 in mid-2005, they delayed the publication date multiple times.
The BPAT apparently didn’t rate admission to Ground Zero.
|Members of the BPAT examine some of the few pieces of steel that the people running the “cleanup operation” sent their way at Fresh Kill Landfill.
The World Trade Center Building Performance Study, Chapter 5. WTC 7 report makes unsubstantiated claims and uses a variety of deceptive techniques to make the total collapse of Building 7 due to fires seem less implausible than it is.
The Report is inconclusive about the cause of Building 7’s collapse, stating:
The specifics of the fires in WTC 7 and how they caused the building to collapse remain “unknown at this time.” Although the total diesel fuel on the premises contained massive potential energy, the “best hypothesis” has only a low probability of occurrence. “Further research, investigation, and analyses are needed to resolve this issue.”
WTC Building 7 Collapse – 23 angles
FEMA played a central role in the “cleanup” of Ground Zero, which led to the destruction of nearly all of the body of evidence any thorough investigation would need.
By the time the Report was published, calling for further research, investigation, and analyses, nearly all of the structural steel had been recycled.
W. Gene Corley, Ph.D, Senior Vice President of Construction Technologies Laboratory in Skokie, IL, served as principal investigator. Corley was also the principal investigator for FEMA’s study of the 1995 Murrah Federal Office Building attack. The BPAT’s investigation was funded by $600,000 from FEMA and $500,000 in ASCE in-kind contributions. 1 By December of 2001 $100,000 had been spent on the investigation.
It is important to note that not all of these pieces from the WTC were kept for further study. This is because:
- once a piece was taken, the full piece was discarded; and
- pieces were accidentally processed in salvage yard operations before they were removed from the yards for further study.
WTC 7 column tree with beams attached to two floors.
Comments are marked up in red exposing many of these deceptions.
Table of Contents
Chapter 1 Introduction (with comment)
Chapter 2 WTC 1 and WTC 2 (with comment)
Chapter 3 WTC 3
Chapter 4 WTC 4, 5, and 6
Chapter 5 WTC 7 (with comment)
Chapter 6 Bankers Trust Building
Chapter 7 Peripheral Buildings
Appendix A Overview of Fire Protection in Buildings (with comment)
Appendix B Structural Steel and Steel Connections (with comment)
Appendix D WTC Steel Data Collection (with comment)
Appendix C Limited Metallurgical Examination
The Report is illustrated with cartoon like drawings, such as one explaining FEMA’s postulated floor collapse mechanism. It seems crafted to mislead the casual reader into thinking that the Towers had no core structures.
Despite its distortions, FEMA’s Report provides a substantial amount of data about the event not documented elsewhere, and conspicuously absent from NIST’s reports. For example, Appendix C describes observations, interesting from a forensic standpoint, that steel members were severely corroded by sulfidative attack.
World Trade Center Seven collapsed on September 11, 2001, at 5:20 p.m. There were no known casualties due to this collapse. The performance of WTC 7 is of significant interest because it appears the collapse was due primarily to fire, rather than any impact damage from the collapsing towers. On the contrary, it appears the collapse was primarily due to a controlled demolition. Prior to September 11, 2001, there was little, if any, record of fire-induced collapse of large fire-protected steel buildings. Before September 11, no steel framed skyscraper had ever collapsed due to fire.
On September 11, WTC 7 collapsed totally. It is suggested below that this collapse was exclusively due to fire. No significant evidence is offered to back up this suggestion (after all it is only a suggestion). It should be emphasized that WTC 7 was neither hit by an aircraft nor by significant quantities of debris from the collapse of the twin towers. It is also widely claimed that WTC 1 and WTC 2 collapsed mainly due to fire. I emphasize, that before September 11, no steel framed skyscraper had ever collapsed due to fire. However, on September 11, it is claimed that three steel framed skyscrapers collapsed mainly, or totally, due to fire.
As you can see the collapse of WTC 7 certainly has the appearance of a controlled demolition.
This shows that all the supports for the structure failed at the same time. Some coincidence eh? This video evidence is so compelling that no other evidence is really necessary.
The structural design and construction features of this building, potential fuel loads, fire damage, and the observed sequence of collapse are presented to (convince the uninformed reader that fires, rather than a controlled demolition, bought down the building) provide a better understanding of what may have happened. However, confirmation will require additional study and analysis. Information about the structural design and construction features and the observed sequence of events is based upon a review of structural drawings, photographs, videos, eyewitness reports, and a 1986 article about the construction features of WTC 7 (Salvarinas 1986). In addition, the following information and data were obtained from the indicated sources:
- Annotated floor plans and riser diagrams of the emergency generators and related diesel oil tanks and distribution systems (Silverstein Properties 2002)
- Engineering explanation of the emergency generators and related diesel oil tanks and distribution systems (Flack and Kurtz, Inc. 2002)
- Information on the continuity of power to WTC 7 (Davidowitz 2002)
- Summary of diesel oil recovery and spillage (Rommel 2002)
- Information on WTC 7 fireproofing (Lombardi 2002)
- Information on the New York City Office of Emergency Management (OEM) tanks at WTC 7 (Odermatt 2002)
Conspicuously missing are important items such as the actual building blueprints. Note the wealth of items concerning the back up generators and fuel tanks and some almost irrelevant items, such as the tenant list. These items are meant to convince the reader that fire bought down WTC 7 even though no steel framed building had ever collapsed due to fire and even though there is no evidence that the fires were anything other than small and localized.
The 47-story office building had 1,868,000 square feet of office space. The top 40 stories of the building (floors 8 to 47) were office type occupancies. Table 5.1 lists the larger tenants of WTC 7. WTC 7 was completed in 1987 by a development team composed of the following parties:
- Owner/Developer: Seven World Trade Company, Silverstein Development Corporation, General Partner
- Construction Manager: Tishman Construction Corporation of New York
- Design Architect: Emery Roth & Sons, P.C.
- Structural Consultant: The Office of Irwin G. Cantor, P.C.
- Mechanical/Electrical Consultant: Syska & Hennessy, P.C.
- Structural Consultant (Con Ed Substation): Leslie E. Robertson Associates
Table 5.1 WTC 7 Tenants
||Salomon Smith Barney (SSB)
||Standard Chartered Bank
||Inland Revenue Service (IRS)
||Department of Defense (DOD)
||Central Intelligence Agency (CIA)
||Inland Revenue Service (IRS)
||Office of Emergency Management (OEM)
||Federal Home Loan Bank of New York
||First State Management Group
||ITT Hartford Insurance Group
||National Association of Insurance Commissioners (NAIC)
||Equal Opportunity Commission (EEOC)
||Provident Financial Management
||Securities and Exchange Commission
||US Secret Service
||American Express Bank International
||OEM generators and day tank
||Switchgear, generators, transformers
||Upper level of 3rd floor, switchgear
||Lobby, SSB Conference Center, rentable space, manage
||Open to first floor lobby, transformer vault upper level, upper level switchgear
||Lobby, loading docks, existing Con Ed transformer vaults, fuel storage, lower level switchgear
As shown in Figure 1-1 (WTC site map in Chapter 1), WTC 7 was located north of the main WTC complex, across Vesey Street, and was linked to the WTC Plaza by two pedestrian bridges: the large Plaza bridge and a smaller, glass-enclosed pedestrian bridge. The bridges spanned 95 feet across Vesey Street, connecting the Plaza and the 3rd floor of WTC 7. In addition to the office occupancies, WTC 7 also contained an electrical substation, and the WTC Complex shipping ramp, as shown in Figure 5-1.
Figure 5-1 Foundation plan – WTC 7.
The substation and shipping ramp occupied major portions of the WTC 7 site. The substation was built prior to the office tower, supplied electrical power to lower Manhattan, and covered approximately half the site. The shipping ramp (5,200 square feet in area, approximately 10 percent of the WTC 7 site) was used by the entire WTC complex.
5.2 Structural Description
With the development of an office tower in mind, the Port Authority of New York and New Jersey (hereafter referred to as the Port Authority) installed caissons intended for future construction. However, Seven World Trade Company, Silverstein Development Corporation, General Partner, decided to construct a building much larger in both height and floor area. This statement appears to be wrong. Assuming, figure 5-1 is drawn to scale, the floor area of the “original footprint” (green caissons) of WTC 7 is actually larger than the “final footprint” (blue caissons). The designers combined the existing caissons inside the substation with new caissons inside and outside the substation to create the foundation for WTC 7. Figure 5-1 shows the location of pre-existing caissons built when the Con Ed substation was constructed along with new caissons that were installed for the support of the building. The discrepancy in the column locations between the substation and the office tower required transfers to carry loads from the office tower to the substation and finally into the foundation. Old and new caissons, as well as old and new columns, also can be seen in the foundation plan shown in Figure 5-1.
5.2.2 Structural Framing
The typical floor framing shown in Figure 5-2 was used for the 8th through the 45th floors. The gravity framing consisted of composite beams (typically W16x26 and W24x55) that spanned from the core to the perimeter.
The beams that spanned from the north perimeter wall to the central core of WTC Seven, were about 53 feet in length. The trusses that supposedly spanned from the perimeter wall to the central core in the Twin Towers, were 60 feet long. One has to question why solid beams were used in WTC Seven and only flimsy trusses in WTC’s One and Two. Of course the answer is that flimsy trusses were not used in WTC’s One and Two, we have only been told that they were. We have been lied to.
Figure 5-2 Plan view of typical floor framing for the 8th through 45th floors.
For those not familiar with the standard designations for I-beams (i.e., labels like W16x26 and W24x55), click here, for the dimensions of some commonly used beams.
The floor slab was an electrified composite 3-inch metal deck with 2-1/2-inch normal-weight concrete fill spanning between the steel beams. Below the 8th floor, floors generally consisted of formed slabs with some limited areas of concrete-filled metal decks. There were numerous gravity column transfers, the more significant of these being three interior gravity column transfers between floors 5 to 7 and eight cantilever column transfers in the north elevation at the 7th floor. The column transfers in the exterior walls are shown in the bracing elevations (Figure 5-3).
Figure 5-3 Elevations of building and core area.
The lateral load resisting system consisted of four perimeter moment frames, one at each exterior wall, augmented by two-story belt trusses between the 5th and 7th floors and between the 22nd and 24th floors. There were additional trusses at the east and west elevations below the 7th floor. An interior braced core extended from the foundation to the 7th floor. The horizontal shear was transferred into the core at the 5th and the 7th floors. The 5th floor diaphragm (plan shown in Figure 5-4) consisted of a reinforced concrete 14-inch-thick slab with embedded steel T-sections. The 7th floor was an 8-inch-thick reinforced concrete slab.
Note that the concrete slab on the 5th floor was 14-inch-thick and had embedded steel T-sections. The 7th floor was similar, but with 8-inch-thick concrete. The 5th and 7th floors were so robustly built as they were meant to transfer much of the horizontal shear (lateral loading) to the core. Strange that according to the “official lie” the twin towers had no need for such heavily reinforced concrete slabs to transfer lateral forces to the core, indeed, it seem that we are meant to believe that lightweight trusses sufficed. Strange, indeed.
Figure 5-4 Fifth floor diaphragm plan showing T-sections embedded in 14-inch slab.
The 5th and 7th floors contained the diaphragm floors, belt trusses, and transfer girders. A 3-D rendering of Truss 1, Truss 2, Truss 3, and several cantilever transfer girders is shown in Figure 5-5.
Figure 5-5 3-D diagram showing relation of trusses and transfer girders.
5.2.3 Transfer Trusses and Girders
The transfer trusses and girders, shown in Figure 5-6, were located between the 5th and 7th floors. The function and design of each transfer system are described below.
Figure 5-6 Seventh floor plan showing locations of transfer trusses and girders.
Truss 1 was situated in the northeast sector of the core, and spanned in the east-west direction. As shown in Figure 5-7, this truss was a two-story double transfer structure that provided load transfers between non-concentric columns above the 7th floor to an existing column and girder at the 5th floor. The girder then provided a second load transfer to an additional two columns. The 7th floor column supported 41 floors and part of the east mechanical penthouse. Its load was transferred through the triangular truss into a column located above an existing substation column and girder at the 5th floor. The 36.5-ton built-up double web girder spanned in the north-south direction between two new columns that started at the foundation and terminated at the 7th floor. The truss diagonals were W14 shapes and the horizontal tie was a 22-ton, builtup shape.
Figure 5-7 Truss 1 detail. (BPM = built-up plate member.)
A system of such triangular trusses was used in the south tower (WTC 2) to transfer the column load from those columns rising directly above the subway. These columns rose some 114 floors above the subway line. Consequently, these trusses carried a far more substantial load than those described here. This system of trusses can be clearly seen in this construction photo.
Truss 2 was a single transfer located south of Truss 1. As shown in Figure 5-8, Truss 2 transferred the column load from the 7th floor through a triangular truss into two existing columns at the 5th floor. Large gusset plates were provided at the connection between the diagonals, the columns, and the horizontal tie. The diagonals and the built-up horizontal tie were field-welded.
Figure 5-8 Truss 2 detail. (BPM = built-up plate member.)
Truss 3 was a cantilevered two-story transfer structure in the north-south direction between the 5th and 7th floors at the western end of the core area. As shown in Figure 5-9, Truss 3 transferred the loads between columns. The upper columns carried 41 floors of load and were cantilevered to the north of the column that went from the foundation to the 7th floor.
Figure 5-9 Truss 3 detail.
The cantilever transfer girders, shown in Figure 5-10, spanned between the core and the north elevation at the 7th floor. There were eight transfer girders to redirect the load of the building above the 7th floor into the columns that went through the Con Ed substation. These girders cantilevered 6 feet 9 inches between the substation and the north facade of the building above. The girders extended an additional 46 feet to the core. The two transfer girders at the east end of the building were connected to Truss 1, creating a double transfer. The girders varied in depth from 9 feet at the north end, to a tapered portion in the middle, and to 4 feet 6 inches at the southern section closest to the core. Each transfer girder weighed approximately 52 tons. At the north wall, between the 7th and 5th floors, transferred columns were also part of the belt truss that circled the building as part of the lateral-load-resisting system and acted as a transfer for the columns above the shipping ramp.
Figure 5-10 Cantilever transfer girder detail.
The original graphic is particularly misleading and has been altered.
A variety of framing connections were used. Seated beam connections were used between the exterior columns and the floor beams. Single-plate shear connections were generally used at beam-to-beam connections. Double-angle connections were provided between some beam and end-plate connections at beam-to-interior columns. Floor-framing connections used 7/8-inch-diameter ASTM A325 bolts; connections for bracing, moment frames, and column splices used 1-inch diameter ASTM A490 bolts.
Along the east and west elevations, center-to-center column spacing was typically less than 10 feet. Column trees were used at these locations. A column tree is a shop-fabricated column assembly with beam stubs shop-welded to the column flanges. The field connections were made at the end of the stubs at the center of the span between columns. One-sided lap plates were used for both flange and web connections.
Along the north and south elevations, and within the core up to the 7th floor, the spans were approximately 28 feet. At these locations, traditional moment frame construction was used. Top and bottom flange plates, as well as one-sided web shear plates, were shop-welded to column flanges. The beams were then field-bolted into the connection.
The majority of column splices were bolted according to American Institute of Steel Construction (AISC) details. They were located 3 feet 6 inches above the floor and were not designed to accommodate tensile forces. Columns below the 7th floor were often “jumbo” shapes (W14x455 to W14x730) or built-up jumbo box shapes with plates up to 10 inches thick welded from flange to flange, parallel to the web, to provide the necessary section properties. For these massive columns, either the upper shaft was beveled to be field-welded or side plates were shop-welded to the lower shaft and field-welded to the upper shaft once the column was erected and plumb.
The majority of the bracing members were two channels or two T-sections connected to the structure by a welded gusset plate. A single wide flange cross-section was also used. These members were connected with web and flange plates, similar to those used in the moment frames. Some of the bracing members on the east and west sides of the building were as large as the jumbo column sections. Large connection plates were sandwiched to each side of these large braces, beams, and columns at their junctions. Bolts attached all the components to each other at these joints.
The granite facade panels were manufactured off site and were supported by individual trusses. Each panel had a single vertical/gravity connection and top and bottom lateral/wind connections to transmit these forces back to the base building. Horizontal panel adjustments could be accommodated within the panel itself. The building columns had welded angles and channels that provided horizontal and lateral support. The top of the panel was connected to the angle, and the bottom of the panel was connected to the channel. These steel-panel connections had vertically slotted holes for vertical adjustment.
5.3 Fire Protection Systems
5.3.1 Egress Systems
There were two main exit stairways in WTC 7. Stairway 1 was located on the west side, and Stairway 2 was located on the east side within the central core. Both exit stairways discharged directly to the exterior at ground level and were approximately 4 feet 10 inches wide. The stairways were built of fire-rated construction using gypsum wallboard. Subsequent to the 1993 bombing incident at the WTC, battery operated emergency lighting was provided in the stairways and photo-luminescent paint was placed on the edge of the stair treads to facilitate emergency egress. In addition to the battery-powered lighting, the stairs also had emergency system lighting powered by the generators.
Twenty-eight passenger elevators and three service elevators served the various levels of WTC 7. Occupants using the elevators would typically discharge at the third level and either exit through the Lobby to bridges bringing them over to the WTC Plaza, or proceed down the escalators to grade level.
5.3.2 Detection and Alarm
Smoke detectors were located in telecommunications, electrical, and communications closets, as well as inside the HVAC system ducts, in the mechanical rooms, and in all elevator lobbies. Manual pull stations were provided at the entrances to stairways and at each of the exits. Speakers for voice evacuation announcements were located throughout the building and were activated manually at the Fire Control Center (FCC). Strobes were provided and were activated automatically upon detection of smoke, water flow, or initiation of a manual pull station. Monitoring of the fire-alarm control panel for WTC 7 was provided independently at a central station. In addition to the emergency generators, the existing uninterruptible power supply (UPS) provided 4 hours of full operation for the fire-alarm system and 12 hours of standby operation. The floor contained a combination of area smoke and heat detectors.
Concrete floor slabs provided vertical compartmentalization to limit fire and smoke spread between floors (see Figure 5-11). Architectural drawings indicate that the space between the edge of the concrete floor slab and curtain wall, which ranged from 2 to 10 inches, was to be filled with fire-stopping material.
Figure 5-11 Compartmentalization provided by concrete floor slabs.
A zoned smoke control system was present in WTC 7. This system was designed to pressurize the floors above and below the floor of alarm, and exhaust the floor of alarm to limit smoke and heat spread.
The fireproofing material used to protect the structural members has been identified by Silverstein Properties as “Monokote.” The Port Authority informed the BPS Team that New York City Building Code Construction Classification 1B (2-hour rating for beams, girders, trusses, and 3-hour rating for columns) was specified for WTC 7 in accordance with the architectural specifications on the construction notes drawing PA-O. According to the Port Authority, the construction notes on drawing PA-O also specified the following:
- Exterior wall columns (columns engaged in masonry walls) shall be fireproofed on the exterior side with 2-inch solid gypsum, 3-inch hollow gypsum, 2-inch concrete or spray-on fireproofing.
- Interior columns shall be fireproofed with materials and have rating conforming with Section C26-313.3 (27-269 current section).
- Beams and girders shall be fireproofed with 2-inch grade Portland cement concrete, Gritcrete, or spray-on fireproofing or other materials rendering a 2-hour fire rating.
The Port Authority stated that it believed the thickness of the spray-on fireproofing was determined by the fireproofing trade for the specific structural sections used, based on the Underwriters Laboratories formula for modifications, which were reviewed by the Architect/Engineer of Record during the shop drawing submittal. Spray-on fireproofing, as required by the code, was also listed on the drawing as an item subject to controlled inspections, in accordance with Section C26-106.3 (27-132 current section). The Architect/Engineer of Record was responsible for ensuring that the proper thickness was applied. The Port Authority had extended its fireproofing inspection program to this building.
5.3.4 Suppression Systems
The primary water supply appears to have been provided by a dedicated fire yard main that looped around most of the complex. This yard main was supplied directly from the municipal water supply. Fire department connections were located on the south and west sides.
WTC 7 was a sprinklered building. However, on the 5th floor, only the core spaces were sprinkler protected, and none of the electrical equipment rooms in the building were sprinkler protected. The sprinkler protection was of “light hazard” design. The sprinkler system on most floors was a looped system fed by a riser located in Stairway 2. The loading dock was protected with a dry-pipe sprinkler system. The area of the fuel tank for OEM had a special fire detection and suppression system.
The Fire Pump Room was located on the ground floor in the southwest corner of the building and contained an automatic (as well as a manual) fire pump. There were two Fire Department of New York connections in the southwest quadrant – one on the south facade and one on the west facade.
Each stairway had standpipes in it. At each floor in each stairway, there was a 2-1/2-inch outlet with a 1-1/2-inch hose (with a 3/4-inch nozzle). In addition, the east side of each floor also had a supplemental fire hose cabinet. Primary water supply to the standpipe system came from a yard main, which was fed from the municipal water supply.
Power to WTC 7 entered at 13,800 volts (V), was stepped down to 480/277 V by silicone oil-filled transformers in individual masonry vaults on the 5th floor, and was distributed throughout the building. On each floor, one of the 277 legs was tapped and stepped down to supply single-phase 120-V branch circuits. The main system had ground fault protection. Emergency power generators were located on various levels and provided a secondary power supply to tenants. This equipment supplied backup power for communications equipment, elevators, emergency lighting in corridors and stairwells, and fire pumps. Emergency lighting units in the exit stairways, elevator lobbies, and elevator cabs were equipped with individual backup batteries.
The tanks that provided fuel for the emergency generators were located in the building. The Silverstein and Salomon Smith Barney (SSB) fuel tanks were underground below the loading dock. The OEM tank was on the ground floor on a fire-rated steel platform within a 4-hour fire-rated enclosure. SSB had supply and return piping to the emergency generators made from a 2-1/2-inch double-wall steel pipe with a 4-inch outside diameter. The SSB fuel oil riser was single-wall pipe with a masonry shaft. This means that the oil riser pipe was encased in a solid concrete shaft. On the 5th floor, only the horizontal piping was a double-wall pipe within a pipe. The pumps located at the ground floor could supply 75 gallons per minute (gpm). A 3-gpm fuel supply rate was needed for each of the nine 1,725-kilowatt (kW) generators located on the 5th floor. One gallon would be consumed and the other 2 gallons would continue to circulate through the system. This is odd. Why pump 3 gallons when only 1 is needed? The SSB fuel oil pumps were provided with UPS power supported by both base building emergency power and SSB standby power. The volume between the inner and outer pipes was designed to contain a leak from the inner pressurized pipe and direct that fuel oil to a containment vessel. Upon detection of fuel oil in the containment vessel, the fuel oil pumps automatically de-energized. This sounds unlikely, as it is much easier to detect leakage by the drop in pressure in the inner pipe. A drop in pressure would trip a switch, deactivating the pump. The SSB fuel oil pumps and distribution piping were dedicated to the SSB generator plant. The base building life safety generators and OEM generators had their own dedicated fuel oil pumps and piping. The Silverstein generators consisted of two 900-kW units, which were also located on the 5th floor, and supplied by a 275-gallon day tank. Other characteristics of the design or controls for the fuel system for the generators are unknown.
5.4 Building Loads
The degree of impact damage to the south facade could not be documented. However, damage was evident from review of photographs and video records. So, there were photographs and videos of the impact damage to the south facade, but the damage could not be documented. Why? Surely, the photographs and videos were “documented” evidence in their own right. The number of fires observed after the collapse of WTC 1 also makes it likely that debris impact damage occurred in a number of locations. One could equally validly claim that: The number of fires observed after the collapse of WTC 1 makes it likely that fires were deliberately set.
An array of fuels typically associated with offices was distributed throughout much of the building. In addition, WTC 7 contained 10 transformers at street level, 12 transformers on the 5th floor, and 2 dry transformers on the 7th floor. The Con Ed substation contained (outside the building footprint) eight 30-foot-wide transformers that supplied 13-kilovolt ampere (kVA) power to the 6th floor of the building. Fuel oil (ranging from diesel to #4) was provided for the generators serving OEM, SSB, Silverstein Properties, and the U.S. Secret Service. Table 5.2 shows where the generators, fuel tanks, pumps, and risers were located for the various occupants. There was also a Con Ed 4-inch-diameter gas line with 0.25 pounds per square inch (psi) (low) pressure going into WTC 7 for cooking purposes. Early news reports had indicated that a high pressure, 24-inch gas main was located in the vicinity of the building; however, this proved not to be true.
As described in Section 5.6.2, the sequence of the WTC 7 collapse is consistent with an initial failure that occurred internally in the lower floors on the east side of the building. No it isn’t. It is consistent with failure of all weight supporting columns simultaneously. The interest in fuel oil is therefore directed at the parts of the fuel oil distribution system having the potential of supporting a fire in the lower floors on the east side of the building. The risers for the fuel distribution system were in one of the two utility shafts in the west end of the building. One exception was the American Express Corporation, which had a generator with a 275-gallon tank on the west end of the 8th floor. This tank was the sole supply for the American Express generator and was not connected to any other fuel oil source. The 275-gallon tank was filled by bringing containers of fuel oil to the tank and transferring the oil into the tank. Except for the part of the diesel oil distribution system serving the SSB generators, all of the generators were located at the west end, with relatively short horizontal distribution piping.
The SSB system involved three separate generator locations on the 5th floor: three generator sets in the southwest corner of the building, two in the northwest section, and four in the northeast section. The distribution pipe was double-wall welded black iron with leak detection between the pipes. The outer pipe was at least 4 inches in diameter and the inner pipe at least 2-1/2 inches. The pipe traversed most of the length of the 5th floor immediately north of a concrete masonry wall running most of the length of the floor in an east-west direction. At the east end of the 5th floor and to the south of the wall was a 1- to 2-story mechanical equipment room. Transfer Trusses 1 and 2 were located in this room. The east end of Truss 1 was supported by a truss element that ran perpendicular (i.e., north-south) to the main east-west portions of the truss. There was a set of double doors opening from the mechanical room to the area containing the four generator sets previously mentioned. The fuel oil distribution pipe ran above this door several feet to the north of the masonry wall. The type, quality, and hardware on the door set are unknown. The position of the door (i.e., open or closed) at the time of the incident is also unknown. Also, no information was available in regard to the size of the undercut on the door.
The mechanical room containing the four generator sets is outlined in pink in the upper right corner. The mechanical equipment room containing trusses 1 and 2 has also been outlined in pink. Both rooms have been assumed smaller than they actually were in order to later calculate a maximum temperature that trusses 1 and 2 might have obtained in any fire as described by the “5th Floor Scenario” presented below. To this end we calculate the area of the 2 rooms to be a minimum of 8175 square feet. The concrete masonry wall has also been marked in pink. The fuel oil distribution pipe has been marked in blue.
Note that it was next to impossible for the debris from World Trade Centers One and Two to breach the nominated fuel oil distribution pipe, as it was in the northern half of the building and was protected to the south by a concrete masonry wall and the outer perimeter wall. Since the debris from the towers would have hit WTC 7 from the south, it would have had to breach at least two walls and smash its way through more than half the building.
|Office of Emergency Management
||Used Silverstein to fill day tanks
||Ground floor: 33.3 gpm
||Located in shaft in west elevator bank
||275-gallon tank on 7th floor: one 6,000-gallon tank located between low-rise elevators in east elevator shaft between 2nd and 3rd floors
||Three 500-kW on 7th floor on south side
|Salomon Smith Barney
||Two 6,000-gallon tanks under loading dock on ground level
||In Fire Pump Room on ground floor: 75 gpm
||Located in shaft on south west corner of building
||None; pressurized recirculating loop with 2.5-inch inside diameter double wall supply and return steel pipe on 5th floor
||Nine 1,725-kW on 5th floor on north side, three in south west corner
||Two 12,000-gallon tanks under loading dock on ground level
||Between elevator shafts on west side of ground floor; 4.4 gpm
||Located in shaft in west elevator bank
||275-gallon tank on 5th floor
||Two 900-kW on 5th floor in south west corner
|US Secret Service
||Used Silverstein pumps
||Used Silverstein pumps
||Located in shaft in west elevator bank
||Approximately 50-100 gallon tank under generator on the 9th floor
||Day tank only
||275-gallon tank on 8th floor on west side next to exterior wall
Table 5.2 WTC 7 Fuel Distribution Systems
The fuel oil pumps were powered from the generator sets. Note that the pumps where powered by electricity. Fuel oil would have been pumped from the tanks when the emergency power system sensed a power interruption. The pump then operated in response to the pressure difference between the supply and return, and the pump would circulate oil as long as such a difference existed. Upon sensing a power interruption, the system would automatically switch to emergency mode. This would have been done with a transfer switch that monitored the building power supply and transferred to the emergency power system if the power from the Con Ed source was interrupted. It was also possible for the transfer to be made manually. Relative to continuity of power to the building, Con Ed reported that “the feeders supplying power to WTC 7 were de-energized at 9:59 a.m.” It is believed that the emergency generators came on line immediately. It is also believed that some of them may have stopped operating because of the contamination of the intake air flowing into the carburetors and radiators. Except for the SSB system, where it is understood that a UPS system provided backup power to the 75-gpm pump, the flow of oil would stop and, as soon as the day tanks were empty, the involved generator set would stop running.
The SSB generators did not use day tanks. Instead there was a pressurized loop system that served all nine generators. As long as the 75-gpm pump continued to operate, a break in the line could, under some conditions, (Pity, the article does not mention the conditions that might cause the double pipe safety mechanism to fail (just an “unimportant” detail I guess)) have a full or partial break that would not cause the system to shut down and could discharge up to the 75-gpm capacity of this positive displacement pump. It is understood that the SSB pump was supplied power from both the SSB generators and from the UPS.
Engineers from the New York State Department of Environmental Conservation investigated oil contamination in the debris of WTC 7. Their principal interest was directed to the various oils involved in the Con Ed equipment. However, they reported the following findings on fuel oil: “In addition to Con Ed’s oil, there was a maximum loss of 12,000 gallons of diesel from two underground storage tanks registered as 7WTC.” To date, the NY State Environmental Protection Agency (EPA) and DEC have recovered approximately 20,000 gallons from the other two intact 11,600-gallon underground fuel oil storage tanks at WTC 7.
It is worth emphasizing that 20,000 gallons (of a maximum of 23,200 gallons) where recovered intact from the two 12,000-gallon Silverstein tanks. So, it is probable that the 20,000 gallons recovered was all of the oil in the tanks at that time. Since the oil in the Silverstein tanks survived, we can surmise that there was no fire on the ground floor.
Note that the size of a 12,000 gallon tank would be a little less than 12 feet by 12 feet by 12 feet (if built as a cube).
Based on the listings in Table 5.2, it is probable that the 20,000 gallons that were recovered were from the Silverstein Properties’ emergency power system. The data obtained from Silverstein indicate that the pumping rate from their tanks was 4.4 gpm. If the Silverstein pump had started pumping at 10 a.m., when Con Ed shut down power to the building immediately following the collapse of WTC 2, and continued pumping until the collapse of WTC 7 at 5:20 p.m., less than 2,000 gallons would have been used. The residual 20,000 gallons found in the two 12,000-gallon tanks, therefore, can not be used as an indicator of whether or not the Silverstein generator sets were on line and running.
Similarly, the SSB pump, which had a pumping rate of 75 gpm, would have drained the two 6,000 gallon tanks serving that system in less than 3 hours. This could have accounted for the lost 12,000 gallons reported by EPA or the tanks could have been ruptured and the oil spilled into the debris pile.
This is very dishonest. The figure of 12,000 gallons was the maximum quantity of fuel oil that could possibly be missing. This figure would include, for example, the difference between the actual quantity of fuel oil in the tanks at the time (which would not necessarily be known) and the maximum quantity that the tanks could hold. Consequently, this estimate of 12,000 gallons would include a provision for fuel oil that never existed.
Again, this is not a valid indicator of whether or not the SSB generator sets came on line. The NY State EPA indicates that the SSB tanks will be pulled from the debris in the near future.
Have the results of this been released, or were the results not favorable to the absurd “the fire did it theory?”
This may or may not give some indication of the amount of oil still in the tanks when they were crushed. If there is evidence that the majority of diesel fuel was still in the tanks, it can be concluded that the SSB system did not discharge diesel oil as hypothesized in Section 5.6.1. Conversely, evidence that indicates that the tanks were low on oil at the time of rupture, and that they were full at the start of the September 11 incident, would lend support to the hypothesis that the SSB system was operating and pumping oil from these tanks.
Currently, there is no data available on the post-collapse condition of the OEM 6,000 gallon tank located between the 2nd and 3rd floors. The OEM system also included a 275-gallon day tank located on the 7th floor. The OEM system had a fuel supply system with the capability of transferring fuel from the Silverstein tanks to the 6,000 gallon OEM tank. The OEM generator sets were located in the southwest portion of the 7th floor. OEM also had an 11,000 gallon potable water tank on the south side of the 7th floor.
The Secret Service diesel distribution system, like the OEM system, was designed to refurbish its supply from the Silverstein tanks. This appears to have been pumped directly to a day tank having an estimated capacity of 50 to 100 gallons located near the northwest corner of the 9th floor. The generator set was also in the same location.
The 275-gallon tank associated with the American Express generator was located at the west end of the 8th floor. If full, the 275 gallons represent a potential of about 600 MegaJoules , which would be enough to cause a serious fire that could spread to other fuels (in truth, one gallon of fuel oil would be enough to cause a serious fire that could spread to other fuels) but not felt to be enough to threaten the stability of the building’s structural elements.
5.5 Timeline of Events Affecting WTC 7 on September 11, 2001
The effects of the collapse of WTC 1 and WTC 2, the ensuing fires in WTC 7, and the collapse of WTC 7 are discussed below. Figure 5-12 shows the vantage points of the photographs taken illustrating these effects, as well as the extent of the debris generated by each of the collapses.
5.5.1 Collapse of WTC 2
At 9:59 a.m., WTC 2 (the south tower) collapsed. The approximate extent of its debris is shown in Figure 5-12(A). It appears that the collapse of WTC 2 did not significantly affect the roof, or the east, west, and north elevations of WTC 7. It is unknown if there was any damage to the south elevation after WTC 2 collapsed, but both the covered, tubular pedestrian bridge (see Figure 5-13) and the Plaza bridge were still standing after the collapse of WTC 2.
Figure 5-13 Pedestrian bridge (bottom center) still standing after WTC 2 has collapsed, sending substantial dust and debris onto the street, but before WTC 1 (top center) has collapsed.
5.5.2 Collapse of WTC 1
At 10:29 a.m., WTC 1 (the north tower) collapsed, sending its debris into the streets below. The extent and severity of the resulting damage to WTC 7 are currently unknown. However, from photographic evidence and eyewitness accounts discussed below, it was assumed that the south side of the building was damaged to some degree and that fires in WTC 7 started at approximately this time. Figure 5-14 is an aerial photograph that shows the debris clouds spreading around WTC 7 just after the collapse of WTC 1.
Figure 5-14 View from the north of the WTC 1 collapse and spread of debris around WTC 7. Note the two mechanical penthouses of WTC 7 are intact. Figure 5-15 is a photograph of WTC 1 debris between the west elevation of WTC 7 and the Verizon building.
Figure 5-15 Debris from the collapse of WTC 1 located between WTC 7 (left) and the Verizon building (right).
Figure 5-12(B) shows a plan-view diagram approximating the extent of this debris just after the collapse of WTC 1. It does not appear that the collapse of WTC 1 affected the roof, or the east, west, and north elevations of WTC 7 in any significant way. However, there was damage to the southwest corner of WTC 7 at approximately floors 8 to 20, 24, 25, and 39 to 46, as shown in Figure 5-16, a photograph taken from West Street.
Figure 5-12 Sequence of debris generated by collapses of WTC 2, 1, and 7. There is a nice piece of misdirection here. Note that in the above graphic, World Trade Center Six is labeled the “WTC Complex”, rather than WTC 6. Although this is not incorrect, it hides the fact that debris from WTC One had to fall across WTC 6 (and across Vesey Street, altogether a considerable distance) before it could impact WTC 7. Another nice touch, is the addition of the debris field from the collapse of WTC 7, which on a quick glance gives the impression that the debris from the collapse of the towers completely engulfed WTC 7.
Figure 5-16 Damage to southwest corner of WTC 7 (see box), looking from West Street. Figure 5-17, a photograph taken across from the World Financial Center (WFC), shows the west elevation and indicates damage at the southwest corner of WTC 7 at the 24th, 25th, and 39th through 46th floors.
Figure 5-17 Building damage to the southwest corner and smoke plume from south face of WTC 7, looking from the World Financial Plaza. Note damage to WFC 3 in the foreground.
Figure 5-17 is a very strange photograph. It has a number of features which immediately stand out as wrong.
- Firstly, we are told that there were fires on the floors 7, 8, 10, 11, 12, 19, 27 and 28, but the photo seems to have smoke pouring out of the windows on almost every floor.
- Secondly, the corner offices (except for the 27th and 28th floors) show no indication of fire on the west face of the building, but these very same corner offices appear to belch smoke from their south face windows.
- Thirdly, the north side of WTC 7 has few (if any) visible signs of fire at this time (for example, see Figure 5-20 below) so it seems quite impossible that the south side should be ablaze to the extent that the above photo would indicate.
All, in all, I think it quite clear that either this photo has been faked, or it is actually a picture of the dust cloud from the collapse of WTC 1. I think the second option is more probable, as it fits all the facts and allows the “oh, it looks like we made a mistake, so sorry” excuse. The dust cloud has been given its peculiar shape by the breeze channeling through the gap between the Verizon building and WTC 7.
According to the account of a firefighter who walked the 9th floor along the south side following the collapse of WTC 1, the only damage to the 9th floor facade occurred at the southwest corner. According to firefighters’ eyewitness accounts from outside of the building, approximately floors 8-18 were damaged to some degree. Other eyewitness accounts relate that there was additional damage to the south elevation.
5.5.3 Fires at WTC 7
Currently, there is limited information about the ignition and development of fires at WTC 7, as well as about the specific fuels that may have been involved during the course of the fire. It is likely that fires started as a result of debris from the collapse of WTC 1.
According to fire service personnel, fires were initially seen to be present on non-contiguous floors on the south side of WTC 7 at approximately floors 6, 7, 8, 10, 11, and 19.
A quote from above: “Evaluation of fires on the 3rd to 6th floors is complicated by the fact that these floors were windowless with louvers, generally in a plenum space separating any direct line of sight between the open floor space and the louvers. None of the photographic records found so far show fires on these floors.” So floor 6 had a fire that could not be seen, but was seen by fire-fighters. I guess such inaccuracy is why the authors had to use the word “approximately.”
The presence of fire and smoke on lower floors is also confirmed by the early television news coverage of WTC 7, which indicated light-colored smoke rising from the lower floors of WTC 7.
Video footage indicated that the majority of the smoke appeared to be coming from the south side of the building at that time as opposed to the other sides of the building. Playing with words again. The smoke was indeed coming from the south side of WTC 7, it was in fact coming from the blazing pile of debris from the twin towers (which were to the south of WTC 7). This is corroborated by Figure 5-17, a photograph taken at 3:36 p.m that shows the south face of WTC 7 covered with a thick cloud of smoke, and only small amounts of smoke emanating from the 27th and 28th floors of the west face of WTC 7.
News coverage after 1:30 p.m. showed light-colored smoke flowing out of openings on the upper floors of the south side of the building. Another photograph (Figure 5-18) of the skyline at 3:25 p.m., taken from the southwest, shows a large volume of dark smoke coming from all but the lowest levels of WTC 7, where white smoke is emanating.
Figure 5-18 WTC 7, with a large volume of dark smoke rising from it, just visible behind WFC 1 (left). A much smaller volume of white smoke is seen rising from the base of WTC 7. Note that the lower, lighter-colored smoke (to right) is thought to be from the two collapsed towers
This photo amply demonstrates the dishonesty of the authors of this article (and of the FEMA report generally). It must have taken them some time to find a photo as misleading as this one. But since deception is the name of the game the effort to find such pictures was made.
What is so deceitful about the use of this photo, you ask?
Note that the corners of various buildings in the photo line up (WFC 1 and WTC 7 line up as do the Bankers Trust building and the apartment building in the center of the photo). These corners have been marked by red dots in the aerial photograph of Manhattan below. Draw lines through these dots and where they cross is where the photo was snapped. So we see that the above photo was taken from a boat on the Hudson and that in order to see the smoke from WTC 7 we have to look through the thick smoke from the ruins of WTC 1 and WTC 2. Very deceitful indeed.
The mode of fire and smoke spread was unclear; however, it may have been propagated through interior shafts, between floors along the south facade that may have been damaged, or other internal openings, as well as the floor slab/exterior facade connections.
It appeared that water on site was limited due to a 20-inch broken water main in Vesey Street. This is an outright lie. This is Manhattan, more fire hydrants per square meter than any other place on earth. Although WTC 7 was sprinklered, it did not appear that there would have been a sufficient quantity of water to control the growth and spread of the fires on multiple floors. Crap, there was plenty of water. In addition, the firefighters made the decision fairly early on not to attempt to fight the fires, due in part to the damage to WTC 7 from the collapsing towers. The people who told the firefighters not to put out the small localized fires in WTC 7 should be held liable and prosecuted to the full extent of the law. That the decision was made because of damage to WTC 7 is a joke. The extent and severity of the damage to WTC 7 was so slight that it is still unknown to this day. If there had been major damage the authors of this article would have provided evidence of it. Hence, the fire progressed throughout the day fairly unimpeded by automatic or manual suppression activities.
A review of photos and videos indicates that there were limited fires on the north, east, and west faces of the building. One eyewitness who saw the building from a 30th floor apartment approximately 4 blocks away to the northwest noted that fires in the building were not visible from that perspective. On some of the lower floors, where the firefighters saw fires for extended periods of time from the south side, there appeared to be walls running in an east to west direction, at least on floors 5 and 6, that would have compartmentalized the north side from the south side. There were also air plenums along the east and west walls and partially along the north walls of these floors instead of windows that may have further limited fires from extending out of these floors and, therefore, were not visible from sides other than the south.
As the day progressed, fires were observed on the east face of the 11th, 12th, and 28th floors (see Figure 5-19). The Securities and Exchange Commission occupied floors 11 through 13. Prior to collapse, fire was seen to have broken out windows on at least the north and east faces of WTC 7 on some of the lower levels.
Figure 5-19 Fires on the 11th and 12th floors of the east face of WTC 7.
On the north face, photographs and videos show that the fires were located on approximately the 7th, 8th, 11th, 12th, and 13th floors. American Express Bank International occupied the 7th and 8th floors. The 7th floor also held the OEM generators and day tank. Photographs of the west face show fire and smoke on the 29th and 30th floors.
It is important to note that floors 5 through 7 contained structural elements that were important to supporting the structure of the overall building. The 5th and 7th floors were diaphragm floors that contained transfer girders and trusses. These floors transferred loads from the upper floors to the structural members and foundation system that was built prior to the WTC 7 office tower. Fire damage in the 5th to 7th floors of the building could, maybe, possibly, perhaps, therefore, have damaged essential structural elements.
With the limited information currently available, fire development in this building needs additional study. Fires were observed to be located on some of the lower levels about the 10th floor for the majority of the time from the collapse of WTC 1 to the collapse of WTC 7. It appears that the sprinklers may not have been but may have been (apparently the authors are not too sure) effective due to the limited water on site or their function being sabotaged in some way, and that the development of the fires was not significantly impeded by the firefighters because manual firefighting efforts were stopped fairly early in the day.
Available information indicates that fires spread horizontally and vertically throughout the building during the course of the day. The mode of spread was most likely either along the south facade that was damaged, or internally through shafts or the gap between the floor slab and the exterior wall. It is currently unclear what fuel may have been present to permit the fires to burn on these lower floors for approximately 7 hours.
Now get this: the fire burnt for about 7 hours. During this seven hours, the fire never managed to reach the northern side of the building. Apparently, it was trapped in the southern side of the building. Yet this fire raged so furiously that it warped the steel in the southern side of the building to the point where the whole building collapsed. To explain this, we have been told that two floors (floors 5 and 6), on which there were no known fires, had a dividing wall that ran across the building. This is such a transparent lie, it is impossible that a reasonable person believe it. And, in any event, if the steel on only one side of the building warped, leading to collapse, then the building would have fallen like a tree and would not have collapsed in the manner of a controlled demolition.
The change in the color and buoyancy of the smoke as the day progressed may indicate a change in the behavior of the fires. The darker color may be indicative of different fuels becoming involved, such as fuel oil, or the fire becoming ventilation limited. The increased buoyancy of the fires suggests that the heat release rate (or “fire size”) may have also increased.
The mechanisms behind these apparent changes in behavior are currently unknown and therefore various scenarios need to be investigated further. These include gathering additional information regarding storage of materials on various levels, the quantity and combustibility of materials, and the presence of dense storage, including file rooms, tape vaults, etc. In addition, further analysis is needed on the specific locations of the fuel tanks, supply lines, fuel pumps, and generators to determine whether it may have been possible for a fuel line to be severed by the falling debris, allowing the pumps to run and pump fuel out of the broken pipes. No further analysis is needed. It is amazingly obvious that WTC 7 was deliberately demolished.
5.5.4 Sequence of WTC 7 Collapse
Approximately 7 hours after fires initiated in WTC 7, the building collapsed. The start of a timed collapse sequence was based on 17:20:33, the time registered by seismic recordings described in Table 1.1 (in Chapter 1). The time difference between each of the figures was approximated from time given on the videotape. Figures 5-20 to 5-25 illustrate the observed sequence of events related to the collapse.
~5:20:33 p.m. WTC 7 begins to collapse. Note the two mechanical penthouses at the roof on the east and west sides in Figure 5-20.
~5:21:03 p.m. Approximately 30 seconds later, Figure 5-21 shows the east mechanical penthouse disappearing into the building. It takes a few seconds for the east penthouse to “disappear” completely.
~5:21:08 p.m. Approximately 5 seconds later, the west mechanical penthouse disappears (Figure 5-22) or sinks into WTC 7.
~5:21:09 p.m. Approximately 1 or 2 seconds after the west penthouse sinks into WTC 7, the whole building starts to collapse. A north-south “kink” or fault line develops along the eastern side as the building begins to come down at what appears to be the location of the collapse initiation (see Figures 5-23 and 5-24).
~5:21:10 p.m. WTC 7 collapses completely after burning for approximately 7 hours (Figure 5-25). The collapse appeared to initiate at the lower floors, allowing the upper portion of the structure to fall.
Figure 5-20 View from the north of WTC 7 with both mechanical penthouses intact.
Figure 5-23 View from the north of the “kink” or fault developing in WTC 7.
These two photos were taken within minutes of each other (this can be established by looking at the shadows (note that the street lighting is on in both pictures)). Note that the building has maintained is general shape in the second photo, even though the building is now some 15 floors “shorter”. What are the thin clouds of dust in the second photo. They are not in the first photo. The large dust cloud that accompanied the collapse (just like the Twin Tower dust clouds) seems to be emanating from the east side of the building only. Is there a reason for this?
Note that our “lucky” photographer seems to have been ready and waiting for the collapse, as were a number of other photographers who managed to “accidentally” snap various of the events of 9-11.
The debris generated by the collapse of WTC 7 spread mainly westward toward the Verizon building, and to the south. The debris significantly damaged 30 West Broadway to the north, but did not appear to have structurally damaged the Irving Trust building at 101 Barclay Street to the north or the Post Office at 90 Church Street to the east. The average debris field radius was approximately 70 feet. This indicates a successful controlled demolition. Figures 5-12(C) and 5-26 show an approximation of the extent of the debris after the collapse of WTC 7.
5.6 Potential Collapse Mechanism
5.6.1 Very Improbable Collapse Initiation Events
WTC 7 collapsed approximately 7 hours after the collapse of WTC 1. Preliminary indications were that, due to lack of water, (lack of water, what a joke, this is Manhattan, more fire hydrants per square meter than any other place on earth) no manual firefighting actions were taken by FDNY.
Section 5.5.4 describes the sequence of the WTC 7 collapse. The described sequence is consistent with building collapse resulting from an initial (triggering) failure that occurred internally in the east portion of a lower floor in the building. There is no clear evidence of exactly where or on which floor the initiating failure occurred. Possibilities can be divided into three potential scenarios based on floor. In each case, the concern is the failure of either a truss or one or more columns in the lower floors of the east portion of the building. Each of the scenarios is a hypothesis based on the facts known and the unknown conditions that would be required for the hypothesis to be valid. The cases are presented not as conclusions, but as a basis for further investigation. Really!?!?
Figure 5-21 East mechanical penthouse collapsed. (From video.)
Figure 5-22 East and now west mechanical penthouses gone. (From video.)
Most of the smoke in these pictures is from the ruins of the towers.
4th Floor Scenarios.
The bottom cords of the transfer trusses were part of the support of the 5th floor slab and, as such, were located below the slab and above the ceiling of the 4th floor in a position exposed to fire from below. The bottom cord members were massive members weighing slightly over 1,000 pounds per foot. Such members are slow to heat up in a fire. It was reported that these bottom cords were fireproofed. The space below was the cafeteria dining room. The best information available indicates that the dining room was furnished with tables and chairs. The intensity and duration of a fire involving these furnishings would not be expected to sufficiently weaken either the trusses or the columns supporting the trusses. Member collapse as a result of a fire on the 4th floor would require either that there was significant additional fuel or that the fireproofing on the trusses or columns was defective. Fuel oil leakage from the 5th floor is also a possibility; however, no evidence of leakage paths in the east end of the second floor was reported. And, last but not least, there was absolutely no evidence of any fire on the 4th floor.
Figure 5-24 Areas of potential transfer truss failure.
Figure 5-25 Debris cloud from collapse of WTC 7.
5th Floor Scenarios.
From a structural standpoint, the most likely event would have been the collapse of Truss 1 and/or Truss 2 located in the east end of the 5th and 6th floors. These floors are believed to have contained little if any fuel other than the diesel fuel for the emergency generators, making diesel oil a potential source of fire. As noted in Section 5.4, the fuel distribution system for the emergency generators pumped oil from tanks on the lower floors to the generators through a pipe distribution system. The SSB fuel oil system was a more likely source of fire around the transfer trusses. The SSB pump is reported as a positive displacement pump having a capacity of 75 gpm at 50 psi. Fuel oil was distributed through the 5th floor in a double-wall iron pipe. A portion of the piping ran in close proximity to Truss 1. However, there is no physical, photographic, or other evidence to substantiate or refute the discharge of fuel oil from the piping system. And maybe one should mention there was absolutely no evidence of any fire on the 5th floor.
The following is, therefore, a hypothesis based on potential (actually, an hypothesis based on myth, describes it better) rather than demonstrated fact. Assume that the distribution piping was severed and discharged up to 75 gpm onto the 5th floor in the vicinity of Truss 1. Seventy-five gpm of diesel fuel have the potential of approximately 160 megawatts (MW) of energy. If this burning diesel fuel formed pools around Truss 1, it could have subjected members of that truss to temperatures significantly in excess of those experienced in standard fire resistance test furnaces (see Appendix A). If the supply tanks were full at the start of the discharge, there was enough fuel to sustain this flow for approximately 3 hours. If the assumed pipe rupture were incomplete and the flow less, the potential burning rate of the discharged oil would be less, but the duration would be longer. At even a 30-gpm flow rate (about 60 MW potential), the exposed members in the truss could still be subjected to high temperatures that would progressively weaken the steel. For the above reasons, it is felt that burning of discharged diesel fuel oil in a pool encompassing Truss 1 and/or Truss 2 needs to be further evaluated as a possible cause of the building collapse.
Figure 5-26 Debris generated after collapse of WTC 7.
In evaluating the potential that a fire fed by fuel oil caused the collapse, it is necessary to determine whether the following events occurred:
- The SSB generators called for fuel. This would occur once the generators came on line.
- The pumps came on, sending fuel through the distribution piping.
- There was a breach in the fuel distribution piping and fuel oil was discharged from the distribution system.
Although there is no physical evidence available, this hypothesis assumes that it is possible that both the inner and outer pipes were severed, presumably by debris from the collapse of WTC 1. Depending on ventilation sources for air, this is sufficient to flashover the space along the north wall of this floor. The temperature of the fire gases would be governed to a large extent by the availability of air for combustion. The hot gases generated would be blocked from impacting Trusses 1 and 2 by the masonry wall separating the generation area from the mechanical equipment room, assuming that this wall was still intact after collapse of the tower and there were no other significant penetrations of walls.
- The discharged fuel must be ignited. For diesel oil to be ignited, there must be both an ignition source and the oil must be raised to its flash point temperature of about 60 degrees Centigrade (140 degrees Fahrenheit). Because there were fires on other floors of WTC 7, an assumption of ignition at this level in the building is reasonable, but without proof.
- There is sufficient air for combustion of the discharged fuel oil.
The air required for combustion of 75-gpm (160 MW potential) diesel fuel is approximately 100,000 cubic feet per minute (cfm). If less air is available for combustion, the burning rate will decrease proportionally. As the engine generator sets come on line, automatic louvers open and 80,000 cfm are provided for each of the nine SSB engines. A portion is used as combustion air for the drive engines; the rest is for cooling, but could supply air to an accidental fire. Given open louvers and other sources for entry of air, it is, therefore, probable that a fuel oil spill fire would have found sufficient air for combustion.
- The hot fire gases reach and heat the critical member(s).
For this to happen, the fire must have propagated either fuel or hot gases to the members in the truss in the mechanical equipment room. If the double door to the mechanical equipment room was either open or fell from its frame at some point, or if the door was undercut, the spilled fuel oil might have flowed into the mechanical equipment room, enveloping truss members in the main (hottest) portion of the flame. Such a situation could produce an exposure possibly exceeding that in the standard furnace test producing localized heat fluxes approaching the 200 kW/m2 used by Underwriters Laboratories to simulate a hydrocarbon pool fire, with exposure temperatures in the range of 1,200 degrees Centigrade (2,200 degrees Fahrenheit). If such intense exposure existed, the steel would be weakened more rapidly than normally expected. If the door was of superior construction (as with a fire door), it is unlikely that the fire would have reached the trusses in the mechanical equipment room until such time that the door failed.
So we have been presented with the following absurd story:
- Power to the Twin Towers was wired from the substation in WTC 7 through two separate systems. The first provided power throughout each building; the second provided power only to the emergency systems. In the event of fire, power would only be provided to the emergency systems. This was to prevent arcing electric lines igniting new fires and to reduce the risk of firefighters being electrocuted. There were also six 1,200 kW emergency power generators located in the sixth basement (B-6) level of the towers, which provided a backup power supply. These also had normal and emergency subsystems.
- Previous to the collapse of the South Tower, the power to the towers was switched to the emergency subsystem to provide power for communications equipment, elevators, emergency lighting in corridors and stairwells, and fire pumps and safety for firefighters. At this time power was still provided by the WTC 7 substation.
- Con Ed reported that “the feeders supplying power to WTC 7 were de-energized at 9:59 a.m.”. This was due to the South Tower collapse which occurred at the same time.
- Unfortunately, even though the main power system for the towers was switched off and WTC 7 had been evacuated, a design flaw allowed generators (designed to supply backup power for the WTC complex) to start up and resume an unnecessary and unwanted power supply.
- Unfortunately, debris from the collapse of the north tower (the closest tower) fell across the building known as World Trade Center Six, and then across Vesey Street, and then impacted WTC 7 which is (at closest) 355 feet away from the north tower.
- Unfortunately, some of this debris penetrated the outer wall of WTC 7, smashed half way through the building, demolishing a concrete masonry wall (in the north half of the building) and then breached a fuel oil pipe that ran across the building just to the north of the masonry wall.
- Unfortunately, though most of the falling debris was cold, it manages to start numerous fires in WTC 7.
- Unfortunately, even with the outbreak of numerous fires in the building, no decision was made to turn off the generators now supplying electricity to WTC 7. Fortunately, for the firefighters, someone did make the decision not to fight and contain the fires while they were still small, but to wait until the fires were large and out of control. Otherwise, many firefighters may have been electrocuted while fighting the fires.
- Unfortunately, the safety mechanism that should have shut down the fuel oil pumps (which were powered by electricity) upon the breaching of the fuel line, failed to work and fuel oil (diesel) was pumped from the Salomon Smith Barney tanks on the ground floor onto the 5th floor where it ignited. The pumps eventually emptied the tanks, pumping some 12,000 gallons in all.
- Unfortunately, the sprinkler system of WTC 7 malfunctioned and did not extinguish the fires.
- Unfortunately, the burning diesel heated trusses one and two to the point that they lost their structural integrity.
- Unfortunately, this then (somehow) caused the whole building to collapse, even though before September 11, no steel framed skyscraper had ever collapsed due to fire.
You must agree, it is absurd, isn’t it?
A further hypothesis that would help explain the long time lapse between the collapse of WTC 1 and the collapse of WTC 7 would be that the masonry wall and door resisted the fire for a number of hours, but eventually failed. The new opening then allowed the fire (still supplied with a continuous discharge of fuel oil) to flow into the mechanical equipment room, envelope elements of the fireproofed trusses, and eventually cause a buckling collapse of one or both of them. For the fire to last long enough for this to occur, the flow rate would have to be around 30 gpm. At a rate of 30 gpm, the fuel would last for about 7 hours and would produce a fire of about 60 MW. The possibility that such a scenario could occur would be dependent on the specific construction details of the wall, the door, and the fireproofing on the truss.
Another hypothesis that has been advanced is that the pipe was penetrated by debris at a point near the southwest corner where there was more damage caused by debris from the collapse of the towers. This would have resulted in fuel oil spilling onto the 5th floor, but not being immediately ignited. However, a major portion of the 12,000 gallons in the SSB tanks would pump out onto the 5th floor, forming a large pool. At some point, this would have ignited and produced the required fire. This “hypothesis” has the advantage of assuming a pipe break in the area most severely impacted by the tower debris and accounts for the long delay from the initial incident to the collapse of WTC 7. The principal challenge is that such a fire would have more severely exposed Truss 3. If Truss 3 had been the point of collapse initiation, it is not expected that the first apparent sign of collapse would be the subsidence of the east penthouse.
Evaluation of fires on the 3rd to 6th floors is complicated by the fact that these floors were windowless with louvers, generally in a plenum space separating any direct line of sight between the open floor space and the louvers. None of the photographic records found so far show fires on these floors.
Further investigation is required to determine whether the preceding scenarios did or could have actually occurred.
Other Involved Floors Scenarios. Fire was known to have occurred on other floors. If a fire on one of these floors involved a large concentration of combustible material encasing several columns in the east portion of the floor, it might have been of sufficient severity to cause the structural members to weaken. Such fuel concentrations might have been computer media vaults, archives and records storage, stock or storage rooms, or other collections. It is possible that the failure of at least two or possibly more columns on the same floor would have been enough to cause collapse. (proven untrue/impossible!)
5.6.2 Very Improbable Collapse Sequence
The collapse of WTC 7 appears to have initiated on the east side of the building on the interior, as indicated by the disappearance of the east penthouse into the building. This was followed by the disappearance of the west penthouse, and the development of a fault or “kink” on the east half of WTC 7 (see Figures 5-23 and 5-24). The collapse then began at the lower floor levels, and the building completely collapsed to the ground. From this sequence, it appears that the collapse initiated at the lower levels on the inside and progressed up, as seen by the extension of the fault from the lower levels to the top.
During the course of the day, fires may have exposed various structural elements to high temperatures for a sufficient period of time to reduce their strength to the point of causing collapse. The structural elements most likely to have initiated the observed collapse are the transfer trusses between floors 5 to 7, located on lower floors under the east mechanical penthouse close to the fault/kink location.
If the collapse initiated at these transfer trusses, this would explain why the building “imploded,” producing a limited debris field as the exterior walls were pulled downward. The collapse “may have” then spread to the west. The building at this point may have had extensive interior structural failures that then led to the collapse of the overall building. The cantilever transfer girders along the north elevation, the strong diaphragms at the 5th and 7th floors, and the seat connections between the beams and columns at the building perimeter may have become overloaded after the collapse of the transfer trusses and caused the interior collapse to propagate to the whole floor and to the exterior frame. The structural system between floors 5 and 7 appears to be critical to the structural performance of the entire building.
An alternative scenario was considered in which the collapse started at horizontal or inclined members. The horizontal members include truss tension ties and the transfer girder of the T-1 truss at the east side of the 5th floor. Inclined members spanned between the 5th and 7th floors and were located in a two-story open mechanical room. The horizontal haunched back span of the eastern cantilever transfer girders, located roughly along the kink, rested on a horizontal girder at the 7th floor supported by the T-1 transfer truss. Even if the cantilever transfer girder had initiated the collapse sequence, the back span failure would most likely have not caused the observed submergence of the east mechanical penthouse.
The collapse of WTC 7 was different from that of WTC 1 and WTC 2, which showered debris in a wide radius as their frames essentially “peeled” outward. The collapse of WTC 7 had a small debris field as the facade was pulled downward, suggesting an internal failure and implosion.
To confirm proposed failure mechanisms, structural analysis and fire modeling of fuels and anticipated temperatures and durations will need to be performed. Further study of the interaction of the fire and steel, particularly on the lower levels (i.e., 1st-12th floors) should be undertaken to determine specific fuel loads, location, potential for impact from falling debris, etc. Further research is needed into location of storage and file room combustible materials and fuel lines, and the probability of pumps feeding fuel to severed lines.
5.7 Observations and Findings
This office building was built over an electrical substation and a power plant, comparable in size to that operated by a small commercial utility. It also stored a significant amount of diesel oil and had a structural system with numerous horizontal transfers for gravity and lateral loads.
The loss of the east penthouse on the videotape suggests that the collapse event was initiated by the “loss of structural integrity” in one of the transfer systems. Loss of structural integrity was likely a result of weakening caused by fires on the 5th to 7th floors. The specifics of the fires in WTC 7 and how they caused the building to collapse remain unknown at this time. Although the total diesel fuel on the premises contained massive potential energy, the “best hypothesis” has only a low probability of occurrence. Further research, investigation, and analyses are needed to “resolve this issue.”
The collapse of WTC 7 was different from that of WTC 1 and WTC 2. The towers showered debris in a wide radius as their external frames essentially “peeled” outward and fell from the top to the bottom. In contrast, the collapse of WTC 7 had a relatively small debris field because the facade came straight down, suggesting an internal collapse. Review of video footage indicates that the collapse began at the lower floors on the east side. Studies of WTC 7 indicate that the collapse began in the lower stories, either through failure of major load transfer members located above an electrical substation structure or in columns in the stories above the transfer structure. Loss of strength due to the transfer trusses could explain why the building imploded, with collapse initiating at an interior location. The collapse may have then spread to the west, causing interior members to continue collapsing. The building at this point may have had extensive interior structural failures that then led to the collapse of the overall building, including the cantilever transfer girders along the north elevation, the strong diaphragms at the 5th and 7th floors, and the seat connections between the interior beams and columns at the building perimeter.
Certain issues should be explored before final conclusions are reached and additional studies of the performance of WTC 7, and related building performance issues “should be conducted.” These include the following:
- Additional data should be collected to confirm the extent of the damage to the south face of the building caused by falling debris.
- Determination of the specific fuel loads, especially at the lower levels, is important to identify possible fuel supplied to sustain the fires for a substantial duration. Areas of interest include storage rooms, file rooms, spaces with high-density combustible materials, and locations of fuel lines. The control and operation of the emergency power system, including generators and storage tanks, needs to be thoroughly understood. Specifically, the ability of the diesel fuel pumps to continue to operate and send fuel to the upper floors after a fuel line is severed should be confirmed.
- Modeling and analysis of the interaction between the fires and structural members are important. Specifically, the anticipated temperatures and duration of the fires and the effects of the fires on the structure need to be examined, with an emphasis on the behavior of transfer systems and their connections.
- Suggested mechanisms for a progressive collapse should be studied and confirmed. How the collapse of an unknown number of gravity columns brought down the whole building must be explained.
- The role of the axial capacity between the beam-column connection and the relatively strong structural diaphragms may have had in the progressive collapse should be explained.
- The level of fire resistance and the ratio of capacity-to-demand required for structural members and connections deemed to be critical to the performance of the building should be studied. The collapse of some structural members and connections may be more detrimental to the overall performance of the building than other structural members. The adequacy of current design provisions for members whose failure could result in large-scale collapse should also be studied.
Davidowitz, David (Consolidated Edison). 2002. Personal communication on the continuity of power to WTC 7. April.
Flack and Kurtz, Inc. 2002. Oral communication providing engineering explanation of the emergency generators and related diesel oil tanks and distribution systems. April.
Lombardi, Francis J. (Port Authority of New York and New Jersey). 2002. Letter concerning WTC 7 fireproofing. April 25.
Odermatt, John T. (New York City Office of Emergency Management). 2002. Letter regarding OEM tanks at WTC 7.
Rommel, Jennifer (New York State Department of Environmental Conservation). 2002. Oral communication regarding a November 12, 2001, letter about diesel oil recovery and spillage. April.
Salvarinas, John J. 1986. “Seven World Trade Center, New York, Fabrication and Construction Aspects,” Canadian Structural Engineering Conference.
Silverstein Properties. 2002. Annotated floor plans and riser diagrams of the emergency generators and related diesel oil tanks and distribution systems. March.
| 5.1 Introduction
| 5.2 Structural Description
| 5.2.1 Foundations
| 5.2.2 Structural Framing
| 5.2.3 Transfer Trusses and Girders
| 5.2.4 Connections
| 5.3 Fire Protection Systems
| 5.3.1 Egress Systems
| 5.3.2 Detection and Alarm
| 5.3.3 Compartmentalization
| 5.3.4 Suppression Systems
| 5.3.5 Power
| 5.4 Building Loads
| 5.5 Timeline of Events Affecting WTC 7 on September 11, 2001
| 5.5.1 Collapse of WTC 2
| 5.5.2 Collapse of WTC 1
| 5.5.3 Fires at WTC 7
| 5.5.4 Sequence of WTC 7 Collapse
| 5.6 Potential Collapse Mechanism
| 5.6.1 Probable Collapse Initiation Events
| 5.6.2 Probable Collapse Sequence
| 5.7 Observations and Findings
| 5.8 Recommendations
| 5.9 References
| Figure 5-1 Foundation plan – WTC 7.
| Figure 5-2 Plan view of typical floor framing.
| Figure 5-3 Elevations of building and core area.
| Figure 5-4 Fifth floor diaphragm plan showing T-sections.
| Figure 5-5 3-D diagram showing relations of trusses and transfer girders.
| Figure 5-6 Seventh floor plan showing locations of transfer trusses and girders.
| Figure 5-7 Truss 1 detail.
| Figure 5-8 Truss 2 detail.
| Figure 5-9 Truss 3 detail.
| Figure 5-10 Cantilever transfer girder detail.
| Figure 5-11 Compartmentalization provided by concrete floor slabs.
| Figure 5-12 Sequence of debris generated by collapses of WTC 2, 1, and 7.
| Figure 5-13 Pedestrian bridge.
| Figure 5-14 Spread of debris around WTC 7.
| Figure 5-15 Debris from the collapse of WTC 1.
| Figure 5-16 Damage to the southeast corner of WTC 7.
| Figure 5-17 Building damage to the southwest corner of WTC 7.
| Figure 5-18 WTC 7, with a large volume of dark smoke rising from it.
| Figure 5-19 Fires on the 11th and 12th floors of the east face of WTC 7.
| Figure 5-20 View of WTC 7 with both mechanical penthouses intact.
| Figure 5-21 East mechanical penthouse collapsed.
| Figure 5-22 East and now west mechanical penthouses gone.
| Figure 5-23 View from the north of the “kink” or fault developing in WTC 7.
| Figure 5-24 Areas of potential transfer truss failure.
| Figure 5-25 Debris cloud from collapse of WTC 7.
| Figure 5-26 Debris generated after collapse of WTC 7.
Let us not forget…
Two live 9/11 BBC broadcasts have emerged which announced the collapse of WTC 7 at 4:54 p.m – 26 minutes before the collapse actually occurred. The collapse was supposedly a spontaneous event, so how did the BBC foretell it? Needless to say, the BBC went to great lengths to get these videos removed from the internet.
9/11 CNN Reports World Trade Center Tower 7 Collapse Before it Happens
Fox also announced WTC 7 collapse BEFORE IT FELL ON 9/11
9/11 WCBS Announces WTC 7 Might Have Collapsed Seconds Before It Collapses Live 5:21 pm
1. HEARING CHARTER: Learning from 9/11: Understanding the Collapse of the World Trade Center, house.gov, 3/6/02
2. HEARING: Learing From 9/11 — Understanding the Collapse of the World Trade Center, commdocs.house.gov, 3/6/2002 [cached]
3. AWG E-MAIL NEWS 2002-29, awg.org, [cached]
The World Trade Center.
The World Trade Center Demolition.740 KB
Evidence of Explosives In The South Tower Collapse. 300 KB
Chapter 1 of the FEMA WTC Report: Introduction (with comment). 850 KB
Chapter 2 of the FEMA WTC Report: The Twin Towers (with comment). 1.9 MB
Chapter 5 of the FEMA WTC Report: World Trade Center Seven (with comment).1.3 MB
Microsoft Software used to simulate the crash of a Boeing 747 into the World Trade Center.
University of California, Berkeley Professor, Abolhassan Astaneh-Asl Testifies.
Table Of Contents for the FEMA World Trade Center Report.
Chapter 3 of the WTC Report: WTC 3.
Chapter 6 of the WTC Report: Bankers Trust Building.
Appendix B of the WTC-Report: Structural Steel and Steel Connections.
Appendix D of the WTC-Report: WTC Steel Data Collection.
The World Trade Center 7 Explosion Myth.
Photographic Evidence that they Lied About the Trusses.
Proof the Twin Towers were Deliberately Demolished.
A Detailed Analysis of whether or not a Boeing 757 hit the Pentagon. 1.4 MB
Photos of Flight 77 crashing into the Pentagon are a Complete and Utter Fabrication.
The Bijlmer Crash – Joe Vialls – Caught in a Lie.
Carol A. Valentine Article Completely Wrong.
The Strange Case of the Sports Utility Vehicle at the Pentagon.
How the size of the plane in the “explosion” photo was calculated.
The Essence of the Problem.
>The Response, Or Rather, Lack Of It.
Air National Guard Mission And Vision Statement.
An example of Air National Guard efficency.
Where was NORAD on September Eleven?
HI-RESOLUTION VIDEOS OF THE 9/11 HOAX.
Comparisons of the wall damage and plane images,
Photoshop overlay of the wall damage vs the FEMA report.
Other pics of the wall and damage…
The FEMA report shows little damage to the structures of the WTC
This page shows stills from 2 videos. One shows the 2nd impact from a side view.
North tower images.wtc1.0catch.com photos of debris, several different angles and closeups of the engine.
all debris photos i could find
Some pics that appear to be charges going off in the WTC’s
Pics of the helicopters that were around the WTC that day. Extreme closeups.
The 9/11 Mystery Helicopter?
Stranger Than Fiction (www.whatreallyhappened.com).
Evidence that the Arabs are Not to blame for the WTC attack.
Seismic Waves Generated by Aircraft Impacts and Building Collapses at the WTC.
Seismic Observations During the September 11, 2001, Terrorist Attack.
Sixty State Street: A Case Study.
Suspicious Stock Option Movements prior to September 11.
Many 9-11 “Hijackers” are Still Alive and Well.
Israelis arrested on suspicion of 9-11 involvement.
Sept 11th – Unanswered Questions By MalcontentX.
Collection of Eric Hufschmid’s early articles.