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originally posted by: lexyghot
originally posted by: Another_Nut
Google wtc fireproofing . My quote is from the first link
And shows the fireproofing wasn't applied as per my quote.
lexyghot
Your quote says, and I believe it, that IN SOME AREAS, fire protection was never applied.
Fireproofing was applied directly to the long joists that supported each of the floors. Inspections of the floors with asbestos-containing fireproofing (up to the 38th floor in the North Tower) found that there were NUMEROUS areas where the fireproofing had never been applied. Top and bottom chords and truss web members were exposed, and the red lead on the trusses was clearly visible in many locations. Photo 1 shows a truss with fireproofing missing from its end where it meets the outside wall. Also, the fireproofing was frequently thinner than the 3/4 inch described in the Federal Emergency Management Agency-funded ASCE BPAT report on the collapse of the towers. Many of the problems observed were clearly the result of poor workmanship.
lexyghot
You have zero evidence whatsoever that it wasn't applied in the areas affected in the '75 fire.
The initial material used for most of the fireproofing ....This was sprayed on structural steel up to the 36th floor and parts of the 37th and 38th floors of the North Tower.....
Inspections of the floors with asbestos-containing fireproofing (up to the 38th floor in the North Tower) found that there were NUMEROUS areas where the fireproofing had never been applied. Top and bottom chords and truss web members were exposed, and the red lead on the trusses was clearly visible in many locations.....
Applying fireproofing to a long-span or any type of joist construction is difficult. The round rods and small angles making up a truss are difficult targets for the installer. Spray fireproofing materials are typically applied from the floor with an extended spray nozzle. The installer may be unable to reach or see certain areas of the trusses that must be covered. This frequently results in thin or absent fireproofing on surfaces hidden from the floor by the bottom of steel members (photo 2). In the WTC, this resulted in sections of the top surface of the bottom chord of the trusses receiving an inadequate coat of fireproofing
lexyghot
there are numerous quotes from the fire chief about the '75 fire, and nowhere does he mention a lack of fire protection in that area. No one else mentions it either.
I inspected core columns up to the 78th floor but was unable to access them above that point. These inspections revealed that the bond of fireproofing on core columns had failed in many locations and the fireproofing was falling off the columns in floor-high sheets
Photo 1 shows a truss with fireproofing missing from its end where it meets the outside wall.
To make matters worse, there were no field tests to determine if fireproofing materials were properly installed until 1977, when the American Society for Testing and Materials (ASTM) published tests for adhesion, cohesion, thickness, and density of applied fireproofing. If these tests had existed in the early 1970s, when the towers were built, then the deficiencies outlined below could have been discovered and corrected.
lexyghot
Instead, he mentions the need for sprinkler systems. Not a peep though about fire protection, SFRM, etc.
The fireproofing in any building constructed before the ASTM standards became available in 1977 should be considered suspect.
here were a number of locations in the WTC towers where the work of other trades obstructed the installation of the fireproofing
Fireproofing on joist-to-wall connections was also deficient.
lexyghot
And you can't find one either, otherwise you'd post it and make a valid point.
lexyghot
Fire science and building codes requires that steel buildings have their columns and floor supports have fire protection. Therefore, it is important to understand that fire can indeed collapse steel structures. Denial of this cannot be supported logically.
lexyghot
"Fire science and building codes requires that steel buildings have their columns and floor supports have fire protection. Therefore, it is important to understand that fire can indeed collapse steel structures.
so now ive proven that in the 1975 fire of the north world trade tower we had
APPLICATION DEFICIENCIES
LACK OF QUALITY ASSURANCE TESTING
ACCUMULATED DAMAGE TO FIREPROOFING
therfore proving that if this was true
lexyghot
"Fire science and building codes requires that steel buildings have their columns and floor supports have fire protection. Therefore, it is important to understand that fire can indeed collapse steel structures.
the north tower would have fallen in 1975
You fail to remember that the fireproofing during the first fire was A) Five years old; B) Asbestos based
never been applied.
"Fire science and building codes requires that steel buildings have their columns and floor supports have fire protection. Therefore, it is important to understand that fire can indeed collapse steel structures.
Fire science and building codes requires that steel buildings have their columns and floor supports have fire protection. Therefore, it is important to understand that fire can indeed collapse steel structures. Denial of this cannot be supported logically.
Denial of this cannot be supported logically.
originally posted by: GenRadek
a reply to: Another_Nut
Plus you missed this part about how well the asbestos fireproofing worked:
Eco-Freaks: Environmentalism is Hazardous to Your Health!
Pay close attention to what was said about the asbestos fire-proofing.
Inspections of the floors with asbestos-containing fireproofing (up to the 38th floor in the North Tower) found that there were numerous areas where the fireproofing had never been applied
Also, the fireproofing was frequently thinner than the 3/4 inch described in the Federal Emergency Management Agency-funded ASCE BPAT report on the collapse of the towers
truss with fireproofing missing from its end where it meets the outside wall.
Inspections of the floors with asbestos-containing fireproofing (up to the 38th floor in the North Tower) found that there were numerous areas where the fireproofing had never been applied
So it is safe to say that the affected floors may very well have been covered by the fireproofing and saved the structure. If it was missing on that floor, then there would have been far more damage noticed and reported.
A subsequent fire analysis report from an engineering firm noted that the fire, “while reported in the press to have been very hot, did not damage a single primary, fireproofed element.
originally posted by: GenRadek
a reply to: Another_Nut
Really? They said floor 11? Where? Specifically floor 11?
(up to the 38th floor in the North Tower)
numerous areas where the fireproofing had never been applied
... to the North tower from Floor 1 to Floor 38, then that means, Floor 11 was also covered.
(up to the 38th floor in the North Tower) found that there were NUMEROUS areas where the fireproofing had never been applied.
that means, Floor 11 was also covered.
originally posted by: GenRadek
a reply to: Another_Nut
Ok, where? Entire floors? just a couple of trusses here and there? A few columns?
here were a number of locations in the WTC towers where the work of other trades obstructed the installation of the fireproofing
Fireproofing on joist-to-wall connections was also deficient.
Photo 1 shows a truss with fireproofing missing from its end where it meets the outside wall.
I inspected core columns up to the 78th floor but was unable to access them above that point. These inspections revealed that the bond of fireproofing on core columns had failed in many locations and the fireproofing was falling off the columns in floor-high sheets
The installer may be unable to reach or see certain areas of the trusses that must be covered.
Top and bottom chords and truss web members were exposed, and the red lead on the trusses was clearly visible in many locations.....
GenRadek
This would mean that the fireproofing was mostly intact and properly applied.
. The fireproofing in any building constructed before the ASTM standards became available in 1977 should be considered suspect.
The WTC was built before there were accepted standards for determining if the fireproofing as applied in the field would perform properly
Fireproofing on joist-to-wall connections was also deficient. The long-span joists were supported by an angle seat welded to the face of the exterior columns. The fireproofing applied in some places was so thin that the angle seat, the shape of the bolts connecting the joist to the seat, and the bolts holding together the spandrel panels could be readily discerned. According to building drawings, these areas should have had a fire rating of four hours. For such a rating, properly applied fireproofing should be at least one to 11/2 inches thick. At this thickness, the bolts and even the angle seat itself would not be discernable
originally posted by: GenRadek
a reply to: Another_Nut
This would mean that the fireproofing WAS SUFFICIENT on that particular floor.
The fireproofing in any building constructed before the ASTM standards became available in 1977 should be considered suspect.
originally posted by: GenRadek
a reply to: Another_Nut
But was there damage to the steel structure after the fire? If not then, I wonder what that means???
lexyghot
Fire science and building codes requires that steel buildings have their columns and floor supports have fire protection. Therefore, it is important to understand that fire can indeed collapse steel structures
cannot be supported logically.
Unprotected Structural Steel “I” Beams supporting a lightweight metal building. This type of construction is quite common in industrial and commercial areas of Long Beach and Signal Hill. The term “Unprotected Structural Steel” should be an instant indicator of a lack of fire resistance. Any building with steel structural elements which are not protected by either permanent encasement (masonry materials or concrete) or a sprayed-on intumescent coating such as Gunnite should be noted during walk-through inspections. This type of unprotected construction will result in structural failure if the structural steel elements are exposed to extreme heat (anything over 850 degrees according to some references, which is reached very early in the average interior fire) or direct flame impingement for as little as 10-15 minute time frames (the more heavily loaded the structural element is, the quicker it will fail). The presence of a full sprinkler system which operates correctly will normally double this failure time.
lexyghot
Fire science and building codes requires that steel buildings have their columns and floor supports have fire protection. Therefore, it is important to understand that fire can indeed collapse steel structures. Denial of this cannot be supported logically.
Another_Nut
Care to explain the wtc fire in the 70s then?
By your logic it should have collapsed then
Right?
lexyghot
Fires can collapse buildings if they lack their fire protection and not fought.
Another_Nut
Inspections of the floors with asbestos-containing fireproofing (up to the 38th floor in the North Tower) found that there were numerous areas where the fireproofing had never been applied"