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Originally posted by HowardRoark
I’m sorry, Lost, but those statements are not only wrong, but they demonstrate that you don’t understand the realities of how buildings get constructed and who is responsible for what (i.e. architecs vrs engineers)
Originally posted by Vis Mega
like the explosions.. and the fact that FIREFIGHTERS were saying they were going off inside the building (you think they don't know the difference)
.. and the fact that it LOOKED like a demolition...etc..etc.
Like HOW IN THE HELL, can an intellegent person sit there and tell 'us' that we are wrong about the things we think happened that day, when there is JUST SO MUCH evidence that all is not what it seems.. and more and more just keep coming out every day.
Well lets hear you crap and debunk the entire thread. 3 posts to ATS, I'm glad you here what would have we done with out you
[edit on 7/6/2005 by Sauron]
You must not really know any real firefighters. Do you honestly think that New York Firefighters who lost over 300 of their co-workers, close friends and in many cases family members would sit still for one second if they though that their was some sort of conspiracy and cover up? These are men who go into burning buildings for a living; do you honestly think that they are afraid?
Yes there are some issues about 9/11 that the rank and file have legitimate grievances about. These have to do mainly with the fact that the radio equipment was ineffective when they needed it the most, and that the command structure may not have handled the situation in the best possible way. After the first tower collapsed, it was clear that the second one was doomed also, yet because of the various communication failures, many fire fighters did not evacuate the building in time.
As I posted in the other thread, it is impossible to compare the buildings. They were built using different designs, construction methods, build out materials, design standards, building codes, etc.
Also, As I have posted numerous times before there was evidence that WTC 7 sustained structural damage durring the collapse of the adjacent towers.
FWIW, I like to debunk the absurdities surrounding the WTC conspiracy theories for the same reason everyone else does, because it is fun.
You have voted Vis Mega for the Way Above Top Secret award. You have two more votes this month.
Originally posted by lost
yeah, how do you vote? this one is worthy.
they know their best argument is to claim the explanations are over our heads. a nice chart and some numbers presented proffessionally. Well, thats nice, but are we to understand that the explanations are so folded in math, that they're over all of Americas heads?!
Would you please just state right here in this thread which you prefer:
1. Discussion where some one gives you the data they're basing their statement on.
2. Dismissal where some one says - No, there were no bombs, so let's drop this now.
Originally posted by lost
to the point you got me thinking maybe my skull is too thick. was that your objective? maybe your agenda would have EVERYONE convinced their skull was too thick?
[edit on 10-6-2005 by lost]
Diesel fuel fed fire from the emergency generator storage tanks probably contributed to the collapse.
Adequacy of the Structural Design
According to sub-article 1002.0, Adequacy of the Structural Design, the design of structural members is to conform to the applicable material standards mentioned in sub-articles 1003.0 through 1011.0 (C26-1002.1). If such computations as prescribed in these standards cannot be executed due to “practical difficulties,” the structural design can be deemed adequate if the member or assembly performs satisfactorily when subjected to load tests in accordance with 1002.4(a). Provisions to determine the adequacy of completed or partially completed structures are also provided. Prequalifying load tests (C26-1002.4(a)) can be used to establish the strength of a member or assembly prior to having such
members or assemblies incorporated into a structure. The test specimens are to be a true representation of the actual members or assemblies in all aspects, including the type and grade of material used. Support
conditions for the members or assemblies being tested are to simulate the conditions of support in the building, except that conditions of partial fixity might be approximated by conditions of full or zero restraint, whichever produces a more severe stress condition in the member being tested. In regard to strength requirements, the member or assembly must be capable of supporting the following (note: no specific reference to a particular type of building material is given in this section of the Code):
1. Without visible damage (other than hairline cracks) its own weight plus a test load equal to 150 percent of the design live load plus 150 percent of any dead load that will be added at the site, and
2. Without collapse its own weight plus a test load equal to 50 percent of its own weight plus 250 percent of the design live load plus 250 percent of any dead load that will be added at the site.
The latter loading is to remain in place for a minimum period of one week, and all loading conditions in Article 9 of the Code are to be considered. Exceptions to the above load conditions are also given in this
section.
The member or assembly is also subject to the following deflection requirements: the recovery of the deflection caused by the superimposed loads listed in item 1 above must be at least 75 percent. Also, the
deflection under the design live load is limited to the values prescribed in C26-1001.5.
Requirements are also given for tests on models less than full size. The similitude, scaling, and validity of the analysis are to be attested to by an officer or principal of the firm or corporation making the analysis.
The firm or corporation is to be approved by the Building Commissioner.
Originally posted by Valhall
If the subject matter is "Those planes couldn't have made those buildings fall" I'm going to continue to produce the physical laws that show - YES, THEY COULD.
If the subject matter is "There's no way a plane made that damage in the Pentagon." I'm going to continue to produce the physical laws that show - YES, IT COULD.
to the point you got me thinking maybe my skull is too thick. was that your objective? maybe your agenda would have EVERYONE convinced their skull was too thick?
1. I don't have you thinking your skull is too thick. If you've decided to think that way you did that by yourself. Take responsibility for your own perceptions. Don't blame them on me.
a. On a given point you never seem able to say "Okay, the science shows I could be wrong."
And I guess I'll get accused of being a smart-, a government agent and a paid disinformation dissimenator. But when I go to bed at night I'm going to know I didn't twist anything and that every statement I made I tried to give you the data I was basing it on. And if me conducting myself in these discussions in that manner deals you some kind of grief I'll count that as icing on the cake because quite frankly anyone who can get aggravated at dealing with facts and science needs to be dealt a bit of grief.
lost - every time you make a personal comment at me I'm going to ignore you - because my kung-fu at ignoring derailers is much greater than your de-railing capabilities.
*shield up*
Originally posted by billybob
anyway, i don't know much about stuff. it's too hard for my wee brain.
me watch teevee now. teevee good.