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Originally posted by exponent
Why are you so intent on trying to be right on this one minor point? It is really utterly irrelevant as we are speculating about their intentions and you are trying to discredit them based on wording you dislike.
The fact of the matter is that they modelled the collision with publicly available data and managed to get a reasonable reproduction. If they had included office contents it would likely have been a very strong match as this would reduce the core column damage to the same as NISTs estimates, and reduce the opposite side penetration as well.
Originally posted by hooper
reply to post by ANOK
IF the trusses heated up enough to expand (something else you need to prove before your hypothesis is excepted),....
So you think that steel expanding when any heat is applied is only a hypothesis?
Its not, it is a fact.
And the expansion begins the moment the temperature of the steel exceeds its neutral temperature. A given piece of steel will be larger at 100 degrees than at 90 degrees. That is a fact. The difference may be minute, but there is a difference.
Originally posted by Azp420
I've never looked at the trusses, and couldn't find what I was looking for in a quick google search, but could someone be so kind as to tell me if the trusses were coupled to the concrete slabs they were supporting? If so, at what distances (if not continuously)?
This would be the case if the trusses were simply supported at the columns. Correct me if I'm wrong, but I believe the column-truss connection was a fixed support.
Originally posted by psikeyhackr
If you check the NIST report you will find that they admit that in order to analyze the impact of the plane on the south tower they needed to know the distribution of weight of the building, AND THEN THEY DIDN'T DO IT.
Originally posted by Insolent
Hello. Mind if I jump into the debate?
As a support to exponents direction with this debate, I just want to add (some of you might know this already) that structural steel loses about 50% of its strength at 1100 deg. fahrenheit, and is at about 10% at 1800 deg. F.
www.engineeringtoolbox.com...
Originally posted by psikeyhackr
Originally posted by Insolent
Hello. Mind if I jump into the debate?
As a support to exponents direction with this debate, I just want to add (some of you might know this already) that structural steel loses about 50% of its strength at 1100 deg. fahrenheit, and is at about 10% at 1800 deg. F.
www.engineeringtoolbox.com...
Sure jump in. Try saying something meaningful. What does that temperature REALLY MEAN?
Doesn't it mean the steel rose to that temperature ALL OF THE WAY TO THE CENTER OF THE STEEL?
It's called the core temperature of the steel. So if the steel is TWO INCHES THICK that means the temperature ONE INCH INSIDE the steel is 1100 deg F. So when do we here how thick the steel was at the 81st floor of the south tower? Isn't the thickness going to affect how many TONS OF STEEL THERE WERE on the 81st level. There had to be enough steel to support another TWENTY NINE STORIES of the building.
So how could that much steel that thick get hot enough TO THE CORE in less than ONE HOUR?
Oh yeah, experts like Richard Gage keep forgetting to ask about that.
psik
Originally posted by hooper
Originally posted by psikeyhackr
Originally posted by Insolent
Hello. Mind if I jump into the debate?
As a support to exponents direction with this debate, I just want to add (some of you might know this already) that structural steel loses about 50% of its strength at 1100 deg. fahrenheit, and is at about 10% at 1800 deg. F.
www.engineeringtoolbox.com...
Sure jump in. Try saying something meaningful. What does that temperature REALLY MEAN?
Doesn't it mean the steel rose to that temperature ALL OF THE WAY TO THE CENTER OF THE STEEL?
It's called the core temperature of the steel. So if the steel is TWO INCHES THICK that means the temperature ONE INCH INSIDE the steel is 1100 deg F. So when do we here how thick the steel was at the 81st floor of the south tower? Isn't the thickness going to affect how many TONS OF STEEL THERE WERE on the 81st level. There had to be enough steel to support another TWENTY NINE STORIES of the building.
So how could that much steel that thick get hot enough TO THE CORE in less than ONE HOUR?
Oh yeah, experts like Richard Gage keep forgetting to ask about that.
psik
The elements in the steel trusses were not two inches thick. Take a piece of steel and fix both ends and put a big weight on top, Heat it, even a little above its neutral temperature and it will sag. Heat it alot and it will sag alot, Heat it enough and it will sag to failure.
Originally posted by Insolent
As a support to exponents direction with this debate, I just want to add (some of you might know this already) that structural steel loses about 50% of its strength at 1100 deg. fahrenheit, and is at about 10% at 1800 deg. F.
www.engineeringtoolbox.com...
Originally posted by Azp420
So the concrete acted in composite with the truss? Was there any concrete failure under these large deflections?
Am I correct in saying the theory is that the P-delta effect in the columns (caused by them being laterally deflected from the sagging trusses) caused failure of the columns?
Pardon my ignorance.
Originally posted by psikeyhackr
But the NIST tested FOUR floor sections with trusses in furnaces for TWO HOURS with higher than expected loads and THEY DID NOT FAIL. But they didn't repeat the tests without fireproofing. NOW WHY IS THAT?
Originally posted by ANOK
A 110 story building is not going to collapse from fires on a few floors, no matter how hot they got and whether trusses sagged or not.
Originally posted by ANOK
Originally posted by Insolent
As a support to exponents direction with this debate, I just want to add (some of you might know this already) that structural steel loses about 50% of its strength at 1100 deg. fahrenheit, and is at about 10% at 1800 deg. F.
www.engineeringtoolbox.com...
That is irrelevant. There is no evidence any steel got that hot, especially not enough to cause complete failure of a 110 story building.
Also that does not account for factor of safety. The whole building could lose 50% of it's strength, and it would still not collapse through the path of most resistance ignoring the laws of motion. A safety factor of at least x2 is required, but many parts of the structure would be much higher than that due to their design.
A 110 story building is not going to collapse from fires on a few floors, no matter how hot they got and whether trusses sagged or not.
Look at the whole picture in context.
Originally posted by exponent
Originally posted by psikeyhackr
But the NIST tested FOUR floor sections with trusses in furnaces for TWO HOURS with higher than expected loads and THEY DID NOT FAIL. But they didn't repeat the tests without fireproofing. NOW WHY IS THAT?
This unfortunately has exposed your arguments for what they are, repeated from some conspiracy site without critical thinking.
NISTs theory is that the trusses did not fail, instead they sagged and pulled in on the outer wall. In NISTs tests even with fully fireproofed trusses there were element failures + concrete damage.
Of course, NIST also tested unfireproofed trusses for their thermal properties, exactly so they didn't have to recreate a bunch of different elements in fire and end up damaging their equipment lol. They performed these tests specifically as they were important in ensuring the WTC was sufficiently designed.
Additionally, the four Standard Fire Tests (ASTM E 119) of floor assemblies like those in the WTC towers showed that the load carrying capacity of the short span 35 ft floor system with a 0.75 in. insulation thickness was not compromised by heating for two hours at furnace temperatures with applied loads that exceeded those on September 11, 2001 by a factor of two. It took about 90 minutes of sustained heating in the furnace for temperatures to exceed 600 °C on steel truss members with either ½ in. or ¾ in. insulation thickness. The high temperature conditions in the furnace tests were at least as severe and lasting as long as the WTC fires, although the top of the slab was not heated. Although some web members buckled and the floor test assembly sagged up to 14 in. during the tests, the insulation remained intact during the tests.
Originally posted by esdad71
reply to post by psikeyhackr
Actually,out of the 4 assemblies they used, one was not totally covered in SFRM. The bridging trusses were not coated and protected from over spray.
4.3.1 Table 4 of the NCSTAR 1-6B is where it is explained.
Also, on page 4 of the document, there is a nice mention of the original design plan and why they performed test #4.
There's your proof. Read the results.
Originally posted by hooper
Originally posted by psikeyhackr
Originally posted by Insolent
Hello. Mind if I jump into the debate?
As a support to exponents direction with this debate, I just want to add (some of you might know this already) that structural steel loses about 50% of its strength at 1100 deg. fahrenheit, and is at about 10% at 1800 deg. F.
www.engineeringtoolbox.com...
Sure jump in. Try saying something meaningful. What does that temperature REALLY MEAN?
Doesn't it mean the steel rose to that temperature ALL OF THE WAY TO THE CENTER OF THE STEEL?
It's called the core temperature of the steel. So if the steel is TWO INCHES THICK that means the temperature ONE INCH INSIDE the steel is 1100 deg F. So when do we here how thick the steel was at the 81st floor of the south tower? Isn't the thickness going to affect how many TONS OF STEEL THERE WERE on the 81st level. There had to be enough steel to support another TWENTY NINE STORIES of the building.
So how could that much steel that thick get hot enough TO THE CORE in less than ONE HOUR?
Oh yeah, experts like Richard Gage keep forgetting to ask about that.
psik
The elements in the steel trusses were not two inches thick. Take a piece of steel and fix both ends and put a big weight on top, Heat it, even a little above its neutral temperature and it will sag. Heat it alot and it will sag alot, Heat it enough and it will sag to failure.
What is neutral temperature lol? You mean the ambient temperature it was at before being heated? You don't do to well with terminology do you? There is no 'neutral temperature'. BTW see I can play the semantics game also, with you it's easy.
Hooper, so many times you misunderstand what's being said, it's sad, you and Esdad. In fact you could be the same person, you make the same misunderstandings? But again that's your job isn't hooper?