It looks like you're using an Ad Blocker.
Please white-list or disable AboveTopSecret.com in your ad-blocking tool.
Thank you.
Some features of ATS will be disabled while you continue to use an ad-blocker.
Originally posted by The All Seeing I
Let me rephrase this... do we have any architects and structural engineers or students of these disciplines in the house,
who can explain how one goes about designing a building that will collapse when distressed?
...and how specifically was this designed into WTC 1, 2 & 7.
Again how does one design such a building, to collapse into it's own foot print.
And how do you determine what the 'Achilles' heel(s) will be?
I took a look at the NIST study you linked to. Page 25 notes that with each of the four tests completed that "Failure to support load" "(3) Did not occur.". Therefore, the study actually does not do a lot to prove your point about the endurance of the trusses.
The building was severely damaged in the September 11, 2001 attacks when the south tower of the World Trade Center collapsed directly across the street. Scaffolding which had been erected on the facade for routine maintenance did nothing to stop the fiery debris from raining into the building and tearing a gash deep down its northern face. Two office workers were killed when they were trapped in an elevator. The firestorm raged out of control for several days; the building, which had housed businesses including Hanover Capital, Frost & Sullivan and IKON Office Solutions, was completely gutted. It is believed that 90 West's heavy building materials and extensive use of terra cotta inside and out helped serve as fireproofing and protected it from further damage and collapse, as opposed to the more modern skyscraper at 7 World Trade Center, which suffered similar damage and collapsed later that day.
Let me ask. Do you think we work in death traps now? I work in building restorations and your input as a fireman would help me in my field. Thanks in advance. This is not a trick question or anything, and I'm not being sarcastic in any way. Your input would help.
Originally posted by thedman
We are
taught that in truss constructed building you have a limited amount of
time to operate in the building - you are told have 20-25 minutes to knock
down main body of fire if cant to get your ass out. Even then have to
watch for any signs of structural instability or collapse.
No offense, but why were there firefighters in the towers to begin with if this is the case? Obviously it would take more than 20-25 minutes to just walk up 80-some flights of stairs.
Inside WTC 1, New York City Fire Department's Assistant Chief Joseph Callan realized the building was in trouble even before the first building, building two, collapsed. Interviewed Nov. 2, 2001, Assistant Chief Callan told New York City Fire Marshal Michael Starace, "Approximately 40 minutes after I arrived in the lobby, I made a decision that the building was no longer safe. And that was based on the conditions in the lobby, large pieces of plaster falling, all the 20 foot high glass panels on the exterior of the lobby were breaking. There was obvious movement of the building, and that was the reason on the handy talky I gave the order for all Fire Department units to leave the north tower. Approximately ten minutes after that, we had a collapse of the south tower, and we were sort of blown up against the wall in the lobby of the north tower, and we gathered together those of us who were still able to."
Originally posted by ipsedixit
He's dead set against long floor trusses and points to them as the cause of collapses in other buildings. He suspects them as the source of the collapse in the WTC. He suggests collapses of the floor trusses on the upper floors of the building leading to failure of lateral support for the exterior columns and the core columns, leading to buckling and failure of these vertical supports and the catastrophic collapse of the towers.
Originally posted by Griff
This is also what Dr. Quintiere (former chief of fire engineering at NIST) thinks happened. BTW, this is the opposite of what NIST claims as the collapse mechanism. NIST claims the trusses are not what failed and were even strong enough to pull the exterior columns inward.
So my question becomes: Which is it? Strong trusses or weak trusses?
Originally posted by Griff
So my question becomes: Which is it? Strong trusses or weak trusses?
Originally posted by The All Seeing I
...and how does this theory apply to WTC7?
or do we just ignore WTC7... write it off as irrelevant?
I find it very strange how those who buy the OS, fail to see that their story/theory does not sufficiently explain why all 3 buildings fell into the path of greatest resistance at free fall speed into their own foot print.
The Achilles Heel must be the same for all 3, for we see the collapse behavior is the same for each. The prominent CT is the only explanation that makes sense of this phenomenon.