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.
posted on 30-7-2012 @ 07:41 PM this post I'm curious about the photos of the columns after the collapse which are still sunk into the ground which have 45 degree perfect cuts on them. I understand demolition guys do this to help make the building slide down as they're taking it apart. I guess this actually helps the building fall straight down and into it's "own footprint" as they say.
I'm curious about the photos of the columns after the collapse which are still sunk into the ground which have 45 degree perfect cuts on them. I understand demolition guys do this to help make the building slide down as they're taking it apart. I guess this actually helps the building fall straight down and into it's "own footprint" as they say.
Originally posted by thedman
reply to post by stew4media
I'm curious about the photos of the columns after the collapse which are still sunk into the ground which have 45 degree perfect cuts on them. I understand demolition guys do this to help make the building slide down as they're taking it apart. I guess this actually helps the building fall straight down and into it's "own footprint" as they say.
Usual truther lie......
It was the ironworkers cleaning up the site which cut them that way
Can see here an ironworker with a thermal lance cutting a column
www.youtube.com...
Notice fireman in picture
Firemen here with cut columns.....
The frames could have been prepared in advance for the collapse.
Originally posted by lunarasparagus
reply to post by AvadaKedavra14
Here's a good article published in 2008 by THE JOURNAL OF ENGINEERING MECHANICS. Check it out:
What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?
Bazant and Greening without Newton as usual.
psik
Originally posted by samkent
reply to post by Snakey
The frames could have been prepared in advance for the collapse.
Would you cut the main support beams in a fully loaded building knowing your butt was deep inside? At the very minimum you would expect walls to shift, elevators to wedge, pipes to break, etc.
This is such an old theory.
Like I said before. Every six weeks the same old theories crop back up with a new batch of members.
Originally posted by samkent
reply to post by psikeyhackr
Bazant and Greening without Newton as usual.
psik
In other words..
Experts with calculations and real numbers that you don't want to believe.
Originally posted by psikeyhackr
Originally posted by samkent
reply to post by psikeyhackr
Bazant and Greening without Newton as usual.
psik
In other words..
Experts with calculations and real numbers that you don't want to believe.
If the numbers are so REAL why can't you or anyone else tell us the tons of steel that composed the trusses and floor pans in a single floor assembly? I have never seen it. People just keep CLAIMING that these EXPERTS are delivering straight information. It is easy to compute the weight of the concrete floor slab from the dimensions and density, 600 tons. But how often have you seen it specified in TEN YEARS?
Yeah, experts.
psik
The total weight of each floor is M floor =2200 tons and the office floor area was A office =2891 m 2 . Subtracting from the total floor weight the weight of the concrete slab of 734 tons, the weight of structural steel in each floor is calculated to be 1466 tons.
Originally posted by psikeyhackr
Originally posted by lunarasparagus
reply to post by AvadaKedavra14
Here's a good article published in 2008 by THE JOURNAL OF ENGINEERING MECHANICS. Check it out:
What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?
Bazant and Greening without Newton as usual.
psik
Originally posted by lunarasparagus
So you're saying these guys published this article in a professional journal despite having ignored basic Newtonian mechanics? That would be pretty embarrassing if it were true.
Here's a challenge for you, find an article published in a peer-reviewed journal which supports your criticism.