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 Joey Canoli
Originally posted by bsbray11
The members in tension (opposite the tilt) were NOT experiencing a net load from gravity.
yes, it's delusional to state that the side opposite the compressed side was in tension.
SHe sidestepped providing what exactly would be providing the fulcrum that would take an increased load to act as that fulcrum.
SHe's full of it, and anybody that believes her nonsense is either a troll or totally uneducated.
Originally posted by NIcon
Originally posted by jthomas
The burden of proof is not only on your shoulders to refute the NIST report, it also remains on your shoulders to demonstrate the legitimacy of your "questions" to begin with.
Whoa. Methinks someone has perhaps taken the sacred text of the NIST report a bit too sacred.
To have to prove your legitimacy before questions of such a compendium of high esoteric knowledge are even accepted is approaching the reasoning of the Bible literalists.
Originally posted by bsbray11
reply to post by jthomas
Thanks for proving me right by not answering my question.
Just as predicted, for all to see.
Originally posted by bsbray11
Bowing outwards and bowing inwards represent two completely different mechanisms even in the official reports. FEMA couldn't find evidence for either one of them. Eager claimed they bowed outward. NIST claimed they bowed inward. Now if you say you don't understand where the contradiction is in the future, you will be lying.
That's a mis-characterization of what's being discussed, leading me to suspect you aren't actually reading or properly comprehending what people are posting for you.
Originally posted by GoodOlDave
Originally posted by bsbray11
Bowing outwards and bowing inwards represent two completely different mechanisms even in the official reports. FEMA couldn't find evidence for either one of them. Eager claimed they bowed outward. NIST claimed they bowed inward. Now if you say you don't understand where the contradiction is in the future, you will be lying.
All right, let's cut out all the nonsnese, here.
Both Eagar's and NIST's reports say that the jet fuel ignited the office contents into large scale fires, did they not?
I am perfectly willing to concede that Eagar may be incorrect in the exact process of the initial structural failure, and I am even perfectly willing to concede that we may never know what structural component had failed in the biulding and caused the chain reaction of structural failure, but from where I'm sitting, everyone is in agreement that it was in fact the fires that instigated the collapse...
Please, since your understanding of physics is clearly superior to mine, explain to me...
...the estimated load bearing capacity of each floor.
...The estimated static weight of each floor plus the estimated static weight of the office contents
..the estimated force of impact that the upper section of floors (for sake of argument, assume the collapse began on the 97th floor, giving a mass of 13 floors above that point)
...the estimated exponential increase in force of impact as each subsequent floor collapsed and added its mass to the section that was collapsing.
...and most importantly, how fast the towers *should* have actually fallen, if in fact, you believe they fell too fast, becuase there's no way you can say what a "too fast" collapse time is with any intellectual honesty unless you first know what a "normal" collapse time should be.
Originally posted by JIMC5499
I believe there's a conspiracy here, but the majority of people are on the wrong track.
Originally posted by NIcon
Glory to NIST in the highest, and peace to it's theories on earth. Amen.
Originally posted by bsbray11
You could start with the core structure and every other member or bolt that was bending,
Just because you feign ignorance of where it was doesn't change that fact.
Originally posted by Joey Canoli
The "off" side wall was bending. The core structure was collapsing down and couldn't serve as a fulcrum. This is proven in videos and is not debatable. Therefore, the "off" side was NOT in tension. Period. Only a troll would argue otherwise.
Originally posted by bsbray11
reply to post by jthomas
All I can do is hope that moderators will catch on to what you do on these threads and ban you.
Originally posted by jthomas
In the meantime, your claim that the three towers fell at "free fall" and that it could only happen by "explosive demolition" stands refuted despite the fact that you have to pretend otherwise.
Originally posted by NIcon
reply to post by jthomas
I understood what you wrote mr. thomas.
And I completely understand how you can be totally enthralled by the mystical terms "evidence", "methodology", "computer simulations", and "conclusions".
I used to hang out with a few religious fanatics and sometimes when I brought up a particularly perplexing problem it was their kneejerk reaction to trust in God and not question the "evidence, methodology, computer simulations (chapter and verse) and conclusions" of the bible.
But like I said in the last thread we met in, I think you're confusing "questions" with "conclusions" and/or even with "speculations." When some one poses a question such as "What floor did the planes hit at?" it should be a simple response to be able to point to the section in the NIST report which contains that information.
Not all questions are that simple in nature, but with such a comprehensive report, one would hope to find what one was looking for. But, alas, one can not find what is not present.
So when the question comes up about NIST's hypothesis of what caused the inward bowing of the exterior columns (or the free fall of WTC7 for that matter) your standard response is no different than my religious fanatic acquaintances.
However, I, for one, would like to know how Noah could build an ark big enough to hold all the animals.
Originally posted by Nutter
[
The left side of that box would be in compression while the right side is in tension. There is NO other way around this. Period.
Originally posted by Joey Canoli
Only if you assume that the pivot is between this [ and this ]..
What happens if this side - ] is the pivot center?
You're describing it as a teeter totter.
Bending produces reactive forces inside a beam as the beam attempts to accommodate the flexural load; the material at the top of the beam is being compressed while the material at the bottom is being stretched. There are three notable internal forces caused by lateral loads: shear parallel to the lateral loading, compression along the top of the beam, and tension along the bottom of the beam.
The reality is, it acted like a door hinge.
In structural engineering beam theory the term, plastic hinge, is used to describe the deformation of a section of a beam where plastic bending occurs.