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 ANOK
So can you explain how sagging trusses can pull in the columns? Can you explain how WTC 7 landed in it's footprint? That is all I am asking, shouldn't be too hard for an expert as yourself, eh?
Originally posted by ANOK
Originally posted by samkent
Interesting how you chose video from implosionworld when they explicitly state that 911 was not CD.
I didn't choose it for that reason, just the first one I found.
I don't care what they said. This is the problem with this discussion, you go by what other people are telling you, not by your own knowledge. So I am not debating you, I am debating whoevers point you decide to use.
Originally posted by John_Rodger_Cornman
Why did WTC7 fall at free fall speed during 9/11? No fire. No plane impact. Falls in a way that is consistent with demolition.
Why does the official story defy the known laws of physics?
Originally posted by ANOK
So can you explain how sagging trusses can pull in the columns? Can you explain how WTC 7 landed in it's footprint? That is all I am asking, shouldn't be too hard for an expert as yourself, eh?
Originally posted by Alfie1
reply to post by richierich
Were they silent conventional explosives that destroyed WTC 7 ?
Can you point to any evidence in the debris to support your assertion ? Det cord, detonators etc ?
If WTC 7 was due to be brought down with the Towers in the morning, as you allege, how do you think that impacts on the supposed complicity of the BBC who announced the collapse about 20 mins early but in the late afternoon ?
Originally posted by exponent
Originally posted by ANOK
So can you explain how sagging trusses can pull in the columns? Can you explain how WTC 7 landed in it's footprint? That is all I am asking, shouldn't be too hard for an expert as yourself, eh?
I believe this will be the sixth or seventh time you've refused to read this paper ANOK. You destroy your credibility with this alone.
www.sciencedirect.com...
You're welcome.
Originally posted by _BoneZ_
Originally posted by samkent
Here [/url] ya go.
And it started with a little old vending machine fire.
By comparing that particular building collapse, it would seem that dishonesty and misinformation take precedence over facts and truth. Even though this was already debunked in the thread you linked to, I'll do it again here:
- Firstly, it was obviously only a partial collapse as evidenced in the image.
- Secondly, this was not a steel-structured building. It was a concrete-framed building with steel reinforcements in the concrete columns. The steel reinforcement decreased with height.
- Lastly, the Verinage demolition technique has already shown that concrete structures will easily crush themselves down to the ground once collapse has been initiated. And that's exactly what we see here.
Steel-structured highrises cannot crush themselves down to the ground, nor have any completely collapsed down to the ground due to fire in history. This is a fact that remains unchallenged.
Comparing a concrete-structured building to a steel-structured building is dishonest, misleading, and a form of trickery to the lay person who isn't versed in building construction or demolition techniques, and building collapse history.
Originally posted by samkent
Please explain what shutting down power and rigging a building have to do with each other?
I didn't say anything about rigging anything. It was called a lie that there was a power down on the weekend before. I proved that wrong with two separate people coming forward and testifying to the contrary.
Originally posted by samkent
Totally debunked. You must be reading older conspiracy rants on this subect.
Can you provide the peer-reviewed paper that debunks the peer-reviewed thermite paper? We all would love to see it.
Otherwise, please recant your "totally debunked" comment. Thanks.
edit on 16-3-2013 by _BoneZ_ because: sp
Originally posted by exponent
www.sciencedirect.com...
If you do not have a Username and Password, click the "Register to Purchase" button below to purchase this article. Price: US $ 39.95 Register to Purchase
Originally posted by extraterrestrialentity
To calculate the precise free fall speed, you would have to know the mass of the building,
Originally posted by hellobruce
Originally posted by extraterrestrialentity
To calculate the precise free fall speed, you would have to know the mass of the building,
I love it when truthers show their ignorance of physics, what makes you think the mass of a building effects the speed it falls? later at school you will learn the formulae for velocity, v=u + at, and as you can see mass is not in there
Originally posted by hellobruce
I love it when truthers show their ignorance of physics, what makes you think the mass of a building effects the speed it falls? later at school you will learn the formulae for velocity, v=u + at, and as you can see mass is not in there
A collision between two objects involves two things: how much mass each object has, and how fast it is going when it entered the collision.
This page will allow you to set up your own crash movie by selecting different vehicles and speeds. Fasten your seat belt!
Originally posted by DeeKlassified
I think you're wrong, Anok's credibility is very intact here, it's just you trying to make him out to not have any to make yourself feel better and attempt to give your own argument some credibility.
Debunkers lost all credibility a long time ago, but here you are, 12 years down the line still trying to win it back.
As if anyone is going to pay $39.95 to read that! Or $3.99 for 24 hrs access! You cannot tell what is in the paper from a small excerpt.
You lot go on about 'truthers' selling books, and now this! Very hypocritical.
Your argument is based on some dubious paper you expect people to read. Why don't you buy it if you're so sure, and send it to Anok, and send me a copy while you're there...
Originally posted by ANOK
Originally posted by exponent
www.sciencedirect.com...
Hmm seeing as that is the first time I've seen this linked then I doubt I ignored it.
But then again seeing as I can't see it anyway because I am not a member, maybe you will just post what it is in the article you want me to see. I'm not about to pay $ 39.95 to see what you're talking about.
Not sure if you noticed, but the normal way of doing things here is to quote what it is you want someone to see and then a link to it. You are always doing post a link and run threads, with no indication of what I'm supposed to be looking at.
Just like PLB's PDF I extremely doubt it says sagging trusses can pull in columns without first breaking the feeble week connections, as noted by PLB, who has been helping me nicely with my research.
Wow, at least at one time you guys were challenging, now it's just a joke. I have to admit though it is entertaining reading some of your replies, priceless stuff guys.
Of course now you will use this as an excuse to claim I am ignoring it. Well if what you say is true, I am pretty darn sure there would be more than one article that explains it.
In the initial stages of heating the restraint from the surrounding structure tends to resist the expansion of a beam...
...The initial deflection is increased by this restrained expansion together with the thermal bowing caused by the temperature variation across the beam’s cross-section...
Fig. 5 illustrates the main influence of the catenary action which is apparent in the deflection temperature curves when the beams survive up to large deflection. The fact that the axial compression force in the beam changes to tension force tends to stop the run-away caused by the applied load and material degradation. Depending on the temperature history during the fire scenario, the remaining material strength helps the heated beam to act in catenary to support the load, and tends to prevent run-away. The analysis was carried out using end-plate connections and a 50% load ratio.
In this study, the case has been made that catenary action can enhance survival times for steel beams in fire, suggesting that such methods should be extended to include its effect where support conditions are appropriate.
Catenary action certainly occurs, and has been seen to affect a heated beam’s behaviour by preventing run-away deflection at high temperature plus applied load. The tensile axial force grows progressively as the deflection grows provided that some horizontal reaction stiffness exists. A change of the horizontal restraint stiffness can have a large effect on the behaviour of the beam at high deflection, and the loading on the beam can be carried very effectively as catenary tension replaces bending.
Originally posted by ANOK
reply to post by exponent
That is not saying what you claim it is, nowhere does it say sagging trusses can pull in columns.
Do you seriously think box columns are weaker than bolts? Seriously?
Dubious because of your claims, not the literature.
As I have been saying, heating of the truss/beam causes it to expand, and push against the columns. It cannot push the columns outwards, because "the surrounding structure tends to resist the expansion of a beam".
The truss can't expand outwards due to being pinned between columns, so the truss is deflected, it sags. How sad for your hypothesis?
Trusses CAN sag but that is all that that says.
If the heating of the truss/beam causes run-away deflection, and the connections survive, the beam fails, not the columns.
These deflections are largely
caused by restrained thermal expansion, and are not a sign of loss of load capacity in the
beam. At a later stage catenary action increasingly prevents run-away deflection at high
temperatures under the effect of the applied load, as axial tension starts to develop, and the
beam then acts as a cable hanging from the adjacent cold structure
Edit; In fact from now on I will simply link back to this post if you continue trying to claim that the literature you are posting says what you claim it does. Isn't it against t&c to knowingly post lies? Especially when ones expected to pay for it! Where can I send you my bill for this information?
Originally posted by exponent
It confirms unequivocally that trusses exert inward pulling forces on columns. You are undeniably wrong on this point, you can't simply deny it and expect not to be ridiculed.
In the initial stages of heating the restraint from the surrounding structure tends to resist the expansion of a beam...
...The initial deflection is increased by this restrained expansion together with the thermal bowing caused by the temperature variation across the beam’s cross-section...
Fig. 5 illustrates the main influence of the catenary action which is apparent in the deflection temperature curves when the beams survive up to large deflection. The fact that the axial compression force in the beam changes to tension force tends to stop the run-away caused by the applied load and material degradation. Depending on the temperature history during the fire scenario, the remaining material strength helps the heated beam to act in catenary to support the load, and tends to prevent run-away. The analysis was carried out using end-plate connections and a 50% load ratio.
In this study, the case has been made that catenary action can enhance survival times for steel beams in fire, suggesting that such methods should be extended to include its effect where support conditions are appropriate.
Catenary action certainly occurs, and has been seen to affect a heated beam’s behaviour by preventing run-away deflection at high temperature plus applied load. The tensile axial force grows progressively as the deflection grows provided that some horizontal reaction stiffness exists. A change of the horizontal restraint stiffness can have a large effect on the behaviour of the beam at high deflection, and the loading on the beam can be carried very effectively as catenary tension replaces bending.