OK.
Question.
Don't you think the people evacuating the building would have worn protective equipment? Nah. That would make too much sense.
Do you believe all exterior columns were taken out with explosives or not?
To Tony Szamboti this
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is a horizontal line.
What were his other choices?Plus, why would a guy who was planting explosives illegally in a building walk in front of a camera?
Was it symmetrical?There is the vertical kink in the east penthouse and the horizontal kink in the north face. ...
Was it symmetrical?
Have you figured out simile is not evidence for anything?
Did you get that from Balsamo?I know you have something symmetrical under the back of your pants. Are you talking out of it right now?
... WTC 1 and 2 were not CD - Danny Jowenko. Good job debunking CD.... Danny Jowenko explained this years ago.
You have no techical aspects to discuss; your CD claims are a fantasy based on paranioa and nonsense; no technical stuff at all; you can't explain what is required to see your missing jolt; you never did an error anaylisis to discuss technically frame rates, pixel/camera resolution to see a jolt if the WTC acted like a perfect momentum model. Then you ignore the fact the acceleration/velocity rates and valuse are similar to a simple momentum model for a gravity collapse, and then claim those rates associated with a gravity collapse model are poof of CD. That is dumber than dirt, big fail for 14 years of tilting at CD fantasy.....
Forums like these are not the best place for technical discussions and obviously have a different purpose. I really have to wonder why you and some others seem to hang out here so much.
What were his other choices?
Freight elevator, other staircases, not being in the building at all....
Or just wait until later in the morning when there were no cameras around. This video was taken sometime between the collapse of the two towers. After that there was only two people in the building and we all know who they were.Or shoot the cameras or spray paint them, like in all the other Hollywood scenarios of which CD on a damaged burning building is an example.
If the camera can't see him at the bottom of the stairs, what makes you think he could see the camera at the top? Don't you think if he stopped or turned around it would have created an issue? Don't you think the best course of action was to proceed as though he was supposed to be there and just ignore the camera?Freight elevator, other staircases, not being in the building at all....
LOL.
There's nothing unusual about that, right?
There was no need for charges on the exterior columns. This has already been explained and how free fall would still result from just a large number of floors of the core columns being removed.
Danny Jowenko explained this years ago.
If the camera can't see him at the bottom of the stairs, what makes you think he could see the camera at the top? Don't you think if he stopped or turned around it would have created an issue? Don't you think the best course of action was to proceed as though he was supposed to be there and just ignore the camera?
So Chandler is wrong in stating that free fall requires all columns to be removed?
Got it!
I refer to the line run ng vertically along which the the floors and roofline tt down towards.There is the vertical kink in the east penthouse and the horizontal kink in the north face. I was referring to the latter. Maybe you need to be clear about what you are saying and it isn't clear why you would so easily take what I said out of context.
Forums like these are not the best place for technical discussions and obviously have a different purpose. I really have to wonder why you and some others seem to hang out here so much.
Still waiting fir an example of Verinage in a steel columned building. Perhaps its done but in the vids i've seen its always concrete or brick.Thanks tfk. Yours is a slightly different point than I was making but also quite apropos. I notice that TSz completely ignored both of us.
First my point. Steel columns are not as stiff as masonry. PERIOD. Thus a masonry on masonry impact will result is a greater observed 'jolt' than steel column on steel column since the steel can react elastically more than the masonry.
Your point, being salient, was ignored by TSz as well. In Verinage demolitions in masonry buildings, the supporting structural members provide much greater contact surface. One simply cannot build a concrete column with the slenderness of a steel column.
However, Tony also , as was pointed out, still assumes column on column axial contact. Even if columns do make contact but are offset by 50% of their width, the steel will be deflected and in subsequent floors 'never the twain shall meet' again (to badly invoke the Bard)
I also asked Tony if there are any videos of Verinage being used on a steel column structure since he stated that in all structures, steel or concrete, that Verinage results in a massive jolt. Still seeing no reply to that request.