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originally posted by: Jchristopher5
originally posted by: Blue_Jay33
a reply to: Jchristopher5
Three words:
Patriotic Cognitive Dissonance
You yourself said it took 13 years for you to see it, it took me 5, just remember some people are where we used to be.
It's like a wife who ignores all her instincts that her child is being sexually abused by her husband which is the child's step father, because it's too terrible to fathom. Unless the husband admits his guilt and directly tells her, this actually happened, she ignores her original instincts which is correct.
The fact is if elements within the American government, killed almost 3000 of it's own citizens viewing them as collateral damage to gain a stronger control of the world, this also to is too terrible to fathom.
Because it means the American Constitution has because a worthless piece of paper, and that is very sad.
And so you have literally millions of Americans who's instincts on 9/11 has been activated to wonder about the OS, but cognitive dissonance has kicked in, and the barrage of patriotic propaganda blankets them as well.
Very well put, much better than I couls have.
Please don't tell me the "office fires" heated the building to demolition mode.....Building 7 is still a bone of contention in regards to what steel constructed buildings can and cannot do in regard to failure......
originally posted by: usernameconspiracy
a reply to: Jchristopher5
I don't "acknowledge" anything. I simply mean that I don't know enough about Building 7 to form an opinion. As for the rest... I don't buy into ANY of the alternate theories, nor have I seen anything presented which would change my mind.
I hope that clarifies.
originally posted by: samkent
a reply to: oxidadoblanco
Please don't tell me the "office fires" heated the building to demolition mode.....Building 7 is still a bone of contention in regards to what steel constructed buildings can and cannot do in regard to failure......
Did you bother to look up the strength of structural steel with temperature?
Or do you just like the thought of conspiracies?
Here to save you the effort.
Top of the page.
Structural steel is down to 86% at 400C.
And only 49% at 500C.
In China, Europe and North America (e.g., ASTM E-119), this is approximately 1000–1300°F[19] (530-810°C). The time it takes for the steel element that is being tested to reach the temperature set by the test standard determines the duration of the fire-resistance rating. Heat transfer to the steel can be slowed by the use of fireproofing materials, thus limiting steel temperature. Common fireproofing methods for structural steel include intumescent, endothermic and plaster coatings as well as drywall, calcium silicate cladding, and mineral or high temperature insulation mineral wool blanket.[20]
originally posted by: Zcustosmorum
originally posted by: samkent
a reply to: oxidadoblanco
Please don't tell me the "office fires" heated the building to demolition mode.....Building 7 is still a bone of contention in regards to what steel constructed buildings can and cannot do in regard to failure......
Did you bother to look up the strength of structural steel with temperature?
Or do you just like the thought of conspiracies?
Here to save you the effort.
Top of the page.
Structural steel is down to 86% at 400C.
And only 49% at 500C.
That's not entirely true:
In China, Europe and North America (e.g., ASTM E-119), this is approximately 1000–1300°F[19] (530-810°C). The time it takes for the steel element that is being tested to reach the temperature set by the test standard determines the duration of the fire-resistance rating. Heat transfer to the steel can be slowed by the use of fireproofing materials, thus limiting steel temperature. Common fireproofing methods for structural steel include intumescent, endothermic and plaster coatings as well as drywall, calcium silicate cladding, and mineral or high temperature insulation mineral wool blanket.[20]
en.wikipedia.org...
In order to determine the fire resistance rating of a steel member, accepted calculations practice can be used,[18] or a fire test can be performed, the critical temperature of which is set by the standard accepted to the Authority Having Jurisdiction, such as a building code. In Japan, this is below 400°C[citation needed]. In China, Europe and North America (e.g., ASTM E-119), this is approximately 1000–1300°F[19] (530-810°C). The time it takes for the steel element that is being tested to reach the temperature set by the test standard determines the duration of the fire-resistance rating.
TESTS OF FLOORS AND ROOFS
...snip...
Conditions of Acceptance-Restrained Assembly
31.1 In obtaining a restrained assembly classification, the
following conditions shall be met:
31.1.1 The specimen shall have sustained the applied load
during the classification period without developing unexposed
surface conditions which will ignite cotton waste.
31.1.2 Transmission of heat through the specimen during
the classification period shall not have been such as to raise the
average temperature on its unexposed surface more than 250°F
(l39'C) above its initial temperature.
31.1.3 For specimens employing steel structural members
(beams, open-web steel joists, etc.) spaced more than 4 ft (1.2
m) on centers, the assembly shall achieve a fire endurance
classification on the basis of the temperature criteria specified
in 32.1.3 for assembly classifications up to and includulg 1 h.
For classifications greater than 1 h, the above temperature
criteria shall apply for a period of one half the classification of
the assembly or 1 h, whichever is the greater.
31.1.4 For specimens employing steel structural members
(beam, open-web steel joists, etc.) spaced 4 ft (1.2 m) orless on
centers, the assembly shall achieve a fire endurance classification
on the basis of the temperature criteria specified in 32.1.4
for assembly classifications up to and including 1 h. For
classifications greater than 1 h, the above temperature criteria
shall apply for a period of one half the classification of the
assembly or 1 h, whichever is the greater.
31.1.5 For specimens employing conventionally designed
concrete beams, spaced more than 4 ft (1.2 m) on centers, the
assembly shall achieve a fire endurance classification on the
basis of the temperature criteria specified in 32.1.5 for assembly
classifications up to and including 1 h. For classifications
greater than 1 h, the above temperature criteria shall apply for
a period of one half the classification of the assembly or I h,
whichever is the greater.
Conditions of Acceptance-Unrestrained Assembly
32.1 In obtaining an unrestrained assembly classification,
the following conditions shall be met:
32.1.1 The specimen shall have sustained the applied load
during the classification period without developing unexposed
surface conditions which will ignite cotton waste.
32.1.2 The transmission of heat through the specimen during
the classification period shall not have been such as to raise
the average temperature on its unexposed surface more than
250'F (1 39'C) above its initial temperature.
32.1.3 For specimens employing steel structural members
(beams, open-web steel joists, etc.), spaced more than 4 ft (1.2
m) on centers, the temperature of the steel shall not have
exceeded 1300°F (704°C) at any location during the classification
period nor shall the average temperature recorded by
four themlOcouples at any section have exceeded l100°F
(593'C) during the classification period.
32.1.4 For specimens employing steel structural members
(beams, open-web steel joists, etc.), spaced 4 ft (1.2 m) or less
on center, the average temperature recorded by all joist or beam
thermocouples shall not have exceeded 1100°F (593°C) during
the classification period.
32.1.5 For specimens employing conventionally designed
concrete structural members (excluding cast-in-place concrete
roof or floor slabs having spans equal to or less than those
tested), the average temperature of the tension steel at any
section shall not have exceeded SOoop (427°C) for cold-drawn
prestressing steel or llOO°F (593'C) for reinforcing steel
during the classification period.
the glass that didn't break at the Pentagon when it was hit by wings of a plane going 500 MPH.
originally posted by: ladyhelena
My mom was an RN living in NJ at the time and volunteered to go into the city to help the wounded. Of course, there wasn't really anyone for her to help so they put her in charge of the makeshift morgue located in the basement of Building 7. She and the other volunteers were to collect pieces of bodies and catalog them in a big black leather book, at least that's what I remember it looking like. They were warned that the building (7) was going to come down and everyone was evacuated just as it did.
My mom took the book with her. She said she needed something to carry it in, so she ducked into a Dooney & Bourke store and looted a really nice oversized purse in her favorite color and carried it home. Once home she wasn't sure who to contact to retrieve the book and called our local police. The FBI showed up and took it, but we made copies before they left.
I attended William Patterson that semester and witnessed the towers fall. I've been a truther since the day it happened. Even as an 18 year old kid, I knew what a controlled demo looked like from watching old casinos in Atlantic City come down. I was always fascinated by that growing up and instantly recognized it. I was so relieved to find out there were people like me when I had the courage to google it a few sleepless months later.
originally posted by: Zcustosmorum
a reply to: AgentSmith
Explain to me how ground zero burned for 3 months after the event with some temperatures recorded at being around 1500C?
Additionally, do you know the temperature it takes to decompose concrete, which was also recorded from ground zero.
originally posted by: AgentSmith
originally posted by: Zcustosmorum
a reply to: AgentSmith
Explain to me how ground zero burned for 3 months after the event with some temperatures recorded at being around 1500C?
Additionally, do you know the temperature it takes to decompose concrete, which was also recorded from ground zero.
I'm sorry, are you changing the subject?
I was curious why you cherry picked a Wikipedia article to try and give it a different meaning. You're also ignoring the figures quoted from the very fire proofing standard document you were effectively quoting.
How about we tackle one thing at a time, rather than you change the subject when you're exposed for misquoting and proven wrong on the specific subject at hand?
Explain to me how ground zero burned for 3 months after the event with some temperatures recorded at being around 1500C?
That is all you do is play along. As I said, your game is easy to spot.
originally posted by: intrptr
a reply to: Jchristopher5
That is all you do is play along. As I said, your game is easy to spot.
That was my point, I mimicked your behavior.
originally posted by: intrptr
a reply to: Zcustosmorum
Explain to me how ground zero burned for 3 months after the event with some temperatures recorded at being around 1500C?
The heat was trapped underground or under the rubble pile. Temperatures tend to increase under these conditions. Its how refineries smelt metals.
The critical temperature is often considered the temperature at which its yield stress has been reduced to 60% of the room temperature yield stress
originally posted by: AgentSmith
a reply to: oxidadoblanco
You might not like to be told, but the fact is steel doesn't need to melt to lose enough integrity to cause the initiation of collapse. Just because you don't like the answer, doesn't mean you get to ask for another one.
Do you understand what stored potential energy and kinetic energy are? How do you think these forces acted on the building?
Do you understand the concept that they are not one or two solid masses and are made of individual components?
Do you understand that if say, the top 30 floors fall by one meter the force on the sections below is many times higher than the weight when stationary?
Like I pointed out in the other thread, this isn't Jenga but that's exactly how some people seem to look at the problem.