Max Photon
Graduate Poster
- Joined
- Jul 7, 2007
- Messages
- 1,592
Liar.
The only gravity driven collapses known to mankind are snow avalanches (or similar), i.e. an upper block of snow that gets lose on a slope due to the gravity force exceeding the friction between the upper block and ground.
I think you needed them to get to 650 degrees C to lose enough strength for a collapse to even be possible. Where is the evidence for that?
You're doing ok.Newtons Bit, rwgwinn:
I'm not an engineer but I am a builder. You probably have been reading my responses to Tony. I'm not off the wall here, right? This is the way I visualize what he proposes happening. Thanks in advance for your input and or criticisms.
Another blah, blah, blah comment without support. Some of you guys seem really good at that.
If you have been following what I have been saying you will realize that I believe the central core columns were taken out at the collapse zone and below and this would have caused a huge plate load in the roof plate and hat truss due to the unsupported core pulling down on it from the center. This would have caused the upper areas to drop, center first.
I will get to it Mark when I have the time to do it.
I work nine hour days during the day. Do you?
Since you are right there in NYC why don't you do me a favor and tell them for me? You have my e-mail address, which you have my permission to give them.
....
That's an example of a column fixed at both ends, there was no such thing in the towers. They were moment FRAMES. You still have no concept of that. But let's elaborate on Timoshenko and Gere, they say that the SUPPORTS take out the moment. This is true. The support is the column above and below. Hmmm.....
You sir, are intentionally ignorant.
Steel does not bend like this without a higher temperature than 250C
Notice the lack of fractures in the beam...
and there are lots of pictures of such...
The support is not the column above and below. That is ridiculous. If that were true we wouldn't need guys on guyed towers. The column there only takes the axial compression and the guys remove the moments. The same thing occurs in a building with horizontal beams. They act like solid guys attached to the mass of the building.
It is the adjacent beams which will apply a counteracting moment and alleviate any moment on the column.
You have to be kidding here or you weren't thinking when you said this. I would be really careful in calling someone ignorant if I were you.
At least you come up with more fantasy stuff. You forgot to say how you over came the problems with ignition. You just throw out the standard stuff to light thermite, but failed to explain why your idea is going to solve the problem lighting thermite. You know sources!. How you actually set off the device (on time), and how a device which can not even melt railroad tracks, but actually welds them in place and cools down to make more track, can cut through steel? Failure is yours.The jet fuel was gone in ten minutes. You have to use office fires for your argument. What about the holes and sulfidation found in steel from WTC7? Do you have an answer for that?
Oh, earlier you asked how thermite might be ignited. How about a fire proof box with magnesium ribbon and a small amount of thermite in it which is then placed on the larger mass of thermite. When the magnesium ribbon ignites the thermite inside the box it would burn through the box igniting the larger thermite mass. I am surprised you couldn't think outside the box well enough to conceive of a way to protect the ignition source in a fire.
You presented zero evidence in your paper to support the CD theory you say you have!!!http://journalof911studies.com/volu...itionHypothesisForDestructionofTwinTowers.pdf The evidence, which has surfaced in support of the controlled demolition hypothesis, in the last two years, is overwhelming. The obvious controlled demolition of WTC7, at 5:20 PM on Sept. 11, 2001, proves that charges were pre-positioned in it, as there would not have been time to rig the building that day, especially with fires in it.
Is this based in the structure being intact or damaged? I think you will agree determining the temperature required, the exact temperature required, depends on the damage.
If NIST proved anything, they proved this is very difficult to do. Even with a team of scientists and a very large budget.
What the h*** are you talking about?
The moment just... disappears?
I don't know what school you went to, but is is a very bad one if they taught you that...
yep. All kinds of INTERNAL moments.Tell me mr. guinn are there any bending moments on the column of a guyed tower?
It is with 20% of the columns destroyed and or heavily damaged, essentially in a non-load carrying state. That leaves 80% intact and with the original factors of safety of 3:00 to 1 for the core and 5:00 to 1 for the perimeter that leaves 2.40 to 1 for the core and 4.00 to 1 for the perimeter. At 650 degrees C steel loses approximately 60% of its strength and if all the remaining columns in the core reached that temperature then there might have been a chance of a collapse.
However, we don't have physical evidence of these steel temperatures.
My, that's a fresh new conception of how to calculate "factors of safety" for a damaged building!It is with 20% of the columns destroyed and or heavily damaged, essentially in a non-load carrying state. That leaves 80% intact and with the original factors of safety of 3:00 to 1 for the core and 5:00 to 1 for the perimeter that leaves 2.40 to 1 for the core and 4.00 to 1 for the perimeter.
My, that's a fresh new conception of how to calculate "factors of safety" for a damaged building!