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 thedman
reply to post by ANOK
Like everything else from you it is WRONG!
Deutsche Bank (130 Liberty), Number 20 on map listed as Banker Trust was DIRECTLY across street from
South Tower
Not 600 feet
WTC 7 was about 350 ft due north of North Tower (Number 7 on map)
Winter Garder was about same distance to the Northeast of North Tower
Check the map
Originally posted by syrinx high priest
was the data collected from sensors in the building, or is all of this from youtube clips ?
Originally posted by wmd_2008
reply to post by ANOK
As YOU would no doubt say link to evidence of the mass of the panel please!
Worked out that DYNAMIC load equation yet????
I. Every object in a state of uniform motion tends to remain in that state of motion unless an external force is applied to it.
II. The relationship between an object's mass m, its acceleration a, and the applied force F is F = ma. Acceleration and force are vectors (as indicated by their symbols being displayed in slant bold font); in this law the direction of the force vector is the same as the direction of the acceleration vector.
III. For every action there is an equal and opposite reaction.
This is sometimes summarized by saying that under Newton, F = ma, but under Aristotle F = mv, where v is the velocity. Thus, according to Aristotle there is only a velocity if there is a force, but according to Newton an object with a certain velocity maintains that velocity unless a force acts on it to cause an acceleration (that is, a change in the velocity). As we have noted earlier in conjunction with the discussion of Galileo, Aristotle's view seems to be more in accord with common sense, but that is because of a failure to appreciate the role played by frictional forces. Once account is taken of all forces acting in a given situation it is the dynamics of Galileo and Newton, not of Aristotle, that are found to be in accord with the observations.
Originally posted by wmd_2008
Here is a nice little link for all of you on here that dont understand DYNAMIC force over Stactic so that will be ANOK,Darkwing01,MasterAndrew,psikeyhacker and a whole host of others.
Explained in very simple terms with a very simple demonstration and some results enjoy!
www.burtonsys.com...
Originally posted by thedman
reply to post by thedman
Distance is still about the same - about 300-350 ft
Originally posted by wmd_2008
Here is a nice little link for all of you on here that dont understand DYNAMIC force over Stactic so that will be ANOK,Darkwing01,MasterAndrew,psikeyhacker and a whole host of others.
Explained in very simple terms with a very simple demonstration and some results enjoy!
www.burtonsys.com...
Originally posted by wmd_2008
reply to post by psikeyhackr
Can you prove that the ratio of the compressive strength of your paper rings to the dynamic load of the steel washers falling on them is the same as the strength of the floor connections to the dynamic load the falling floors subjected the floor connections to so lets see your calculations??????????
Shall we have a bet you can't!!!!!!!!
Originally posted by wmd_2008
reply to post by ANOK
ANOK it shows the principle of a dynamic load the paper could hold many coins when in a static load but when on 5 coins were dropped a DYNAMIC load the paper could not take the force.
But my paper loops are as weak as possible....
...and you or anyone else can reproduce the experiment and test it for yourself.
Does anyone think the WTC was designed to be as weak as possible?
My model did not have to withstand the wind. The WTC did.
Originally posted by wmd_2008
Originally posted by syrinx high priest
was the data collected from sensors in the building, or is all of this from youtube clips ?
What data are you talking about?
Originally posted by wmd_2008
reply to post by psikeyhackr
When the floors fell all the load landed on the floor they dropped on, the floors had an area of one acre YOU had 2 5/8" bolts at each end of a truss!!! through a section of angle iron thats what held the floors up!!!
Find out how much load to shear a 5/8" or the angle iron.
THE WEAK PART OF THE STRUCTURE WAS THE FLOOR CONNECTIONS!!!!!!!!!!!!!
DO YOU KNOW how to calculate dynamic load ????? ANOK doesn't!!!!!!
The problem was the tube in tube design which meant floors could fall internally!!!!
Have a quick look here
www.abovetopsecret.com...