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 PhotonEffect
Isn't the purpose of controlled demo to implode buildings? Not explode them.
Originally posted by Varemia
reply to post by psikeyhackr
If your principle was vertical column falling directly on vertical column with no lateral bending or pressure, then you succeeded. Congratulations!
Otherwise, your model serves no purpose other than to say that vertical supports hold each-other up. It does not dictate any kind of collapse behavioral mechanisms whatsoever.
Originally posted by ReptileRipper
reply to post by Varemia
Did i or did i not ask for YOUR science ? YOUR proof ? before i tell you how much BS you have inhaled... you are really really fcuking dumb if you think i`ll play your games... i know the truth, i have shown you the truth , and asked for your honest opinion ,.... if you cant even show your EVIDENCE ... how can you argue ?
Originally posted by PhotonEffect
If controlled demo using explosives were used, as you and your friends assert, then why is the concrete core still standing for some 15sec after the perimeters of the north tower have completely crumbled around it. That core is at least 30 stories tall at that point.
The real question is if that was the steel core, why did it continue to collapse after the floors did? The core didn't need the floors to hold it up....
Originally posted by ProudBird
Oh, really? Perhaps when it was in a completely undamaged condition. Of course, this was not built first, all the way up, and then the exterior components added later...it was constructed progressively, from the ground up (as skyscrapers are usually built).
It collapsed in the reverse order in which it was built.
But, in any case, re: the central core structure --- it could not withstand the uncontrolled forces acting on it from the mass impacting it, as that mass fell and accelerated. The core was not intact, it was severely damaged during the collapse progression. Individual spires of steel columns don't stand unsupported for long...they topple.
Originally posted by ReptileRipper
Has anyone else noticed how as soon as you provide EVIDENCE to your claim ... the people who beleive the Origonal Story seem to just .... stop posting hmmm.
Yet the core didn't topple, it fell straight down.
Originally posted by ProudBird
But, the "core" is not on solid piece, nor is each vertical column one solid piece. The pieces broke, at the points where they were connected. There was just too much energy being introduced to the structure, from angles and directions it wasn't designed to withstand.
Originally posted by ANOK
Originally posted by ProudBird
But, the "core" is not on solid piece, nor is each vertical column one solid piece. The pieces broke, at the points where they were connected. There was just too much energy being introduced to the structure, from angles and directions it wasn't designed to withstand.
The 47 main core columns did go from bottom to top in one continuous piece, welded I believe at each floor level.
Originally posted by psikeyhackr
No way dude those columns sections were about 36 feet long. And they would have staggered them so that only about a third of the welds would be on any level.
psik
Originally posted by ANOK
which makes it as strong as the steel itself.
Originally posted by waypastvne
Originally posted by ANOK
which makes it as strong as the steel itself.
Definitely not true.
Originally posted by waypastvne
Originally posted by ANOK
which makes it as strong as the steel itself.
Definitely not true.
A good example of what the strength of a weld is the rod numbers themselves. A 6011 rod using the first two digits (60XX) stands for a minimum of 60,000 pounds of tensile strength per square inch of weld. A 7018 is 70,000 pounds of tensile strength per square inch. In comparison, typical steel, which is graded A36 steel, has 36,000 pounds of tensile strength per square inch. The weld is usually two times stronger than the steel it is welding!
As previously mentioned in the effective area discussion, there is a point where increasing fillet weld size is ineffective because the base metal strength controls. This can be seen by looking at the strength equations.
Figure 5.5.3 shows an example where the weld is obviously stronger than the base metal. Adding additional weld to this connection would not have strengthened it. Additional weld would have been a waste of resources.