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Originally posted by esdad71
It is your opinion that the only CD could have destroyed it. I love it.... Also, when did I state decieving?
Originally posted by esdad71
..but it allowed the interviewer more room to push his own agenda.
Originally posted by Slap Nuts
So, is it safe then to assume that you are "on the fence" when it comes to what caused the towers to collapse?
CD answers all of the questions in my mind. Other than the logistics, what stands out as the next largest issue with the CD argument in your mind?
I have always thought you were into the official story.... maybe I am wrong, but when a "CTer" says what you say above, we/they get piled on big time with questions of "Why will no SEs come foreward?" Etc. Both sides know the answeres are obvious so thanks for the honesty.
Originally posted by JIMC5499
Well considering that the most expensive component of concrete is Portland Cement and if you reduce the amount of Portland Cement in the concrete mix you greatly reduce the strength of the slab.
Originally posted by Valhall
I'm sorry, Jim, but this is absolutely backasswards to reality. Pure Portland Cement tends to come in pretty low in strength (in fact, Portland Cement and water you can expect 500 psi in 24 hours), but as you add sand and aggregate (gravel, whatever), you increase the strength. So, this statement is absolutely incorrect. Portland cement serves as the binder - not the strengthener.
Originally posted by JIMC5499
Actually I was stating that a slab containing too much aggrigate and not enough Portland Cement (the binder) will have very poor strength. If the amount of cement was reduced to save or skim money you would have defective slabs.
Originally posted by esdad71
I do not trust the authority of Fetzer and the movement he is part of, for I believe it is all disinfo. Government has oversight, private non-profit organizations do not and can publish anything.
I understand also that it is a major milestone for a SE to come forward and it is a step i nthe right direction to show that the official story was correct all along.
Originally posted by esdad71
I understand also that it is a major milestone for a SE to come forward and it is a step i nthe right direction to show that the official story was correct all along.
Originally posted by JIMC5499
The logistics involved in placing and detonating the charges, to me, are the biggest arguement against CD. Specially designed charges have to be placed in exactly the right locations with out anyone getting suspicious. They they have to be detonated in exactly the right sequence after the buildings have been hit with airliners. The chances of a failure would be too great. Then this secret has to be kept completely with no leaks. I don't think so. The funny thing is that to me the precision in the way that the towers collapsed is a point against CD. I don't think that they could have been dropped that precise if CDI had a contract to demolish them.
Originally posted by Slap Nuts
I guess this is where we have polar opposite opinions. If I recall you have some military demolition experience so I respect your opinion on this, however we also have a Navy Seal Demo expert on this board that diagrees with you...
The flaws I see with your stance are (please do not take the word assume as an insult):
You assume a large team is necessary.
You assume large amounts of explosives are necessary.
You assume relieable detonation, timing and sheilding (if necessary at all) do not exist.
You assume that a single device failure would cause the plan to fail.
I cannot look at this issue making these assumptions as my schooling and experience tell me that there could/would be ways around all of this if there was good planning, good technology and skilled resources involved.
Originally posted by Valhall
Just to give an example:
If you go from pure portland with water to a recipe of 1 part portland cement, 2 parts sand, and 1/2 part water, you'll achieve around 2000 psi in 24 hours, and an ultimate strength of between 5000 psi and 7500 psi.
It's the crap the portland binds that makes the strength.
Originally posted by JIMC5499
To me the biggest arguement against this is the airliners themselves. Why?
Originally posted by Griff
The concrete should have been tested every 50 cubic yards or so...
Originally posted by JIMC5499
I believe that either substandard construction or a design flaw in the towers contributed to their collapse. This would explain the removal of the blueprints from public record. Imagine the lawsuits that would have resulted if this hadn't been done.
Originally posted by Slap Nuts
Troxler Nuclear Density Tester Model 3440... Just kidding...
Originally posted by Griff
Originally posted by Slap Nuts
Troxler Nuclear Density Tester Model 3440... Just kidding...
Funny you should mention Troxler.....I'm Troxler certified to use the density gauges. And if memory serves me correctly we even used the model 3440 (unless you made that up but it sounds familiar).
Yeah, I agree it's pretty hard for a contractor to get away with much. Meaning to do any damage to the building structurally from defect would be hard.....depending on who is inspecting what. I'd like to know who did the quality control and quality assurance for the towers when they were built.
Originally posted by JIMC5499
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I agree with your statement about good planning, good technology and skilled resources. To me these are reasons why it wasn't a CD, at least not by the government. The people that you need for the planning, the technology and the execution would be the weak point in the entire thing. THE US GOVERNMENT CAN'T KEEP A SECRET.
To me the biggest arguement against this is the airliners themselves. Why?