The Big FEMA Lie, The Towers Had A Concrete Core: PROOF, page 6
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reply posted on 22-5-2006 @ 08:50 PM by Christophera
I was astounded to find this posted on this page of physorg.com message board, then I remembered it was April fools day.

forum.physorg.com...

Leslie E. Robertson
Posted: Apr 1 2006, 06:33 PM
Unregistered

Christophera is correct in stating that the Twin Towers were constructed with a concrete core. Although in my original design the core was to be a steel framed one that decision was overridden by Minoru Yamasaki the architect.

That core should have resisted the airplane impacts AND the fires. I have said nothing for four and a half years but can remain silent no longer. My belief is that only explosives could have caused WTC 1 & WTC 2 to collapse the way they did on September 11, 2001.

Leslie E. Robertson
Director Leslie E. Robertson Associates, R.L.L.P. and lead engineer of the World Trade Center



reply posted on 23-5-2006 @ 12:14 AM by HowardRoark
Originally posted by Christophera
About a year ago I realized that near the end of the documentary a set of plates were mentioned that were located where the floor panels joined with the interior box columns. the videographers had been trying to piece together the exact assembly method, parts etc, for the floors. They had reels of 16mm and thousands of stills but not quite enough data to get the full picture. From some sub contactor providing parts they found a detail of the plates that surrounded the columns at each floor/column intersection. They were astounded to find that the plates were spec'd with tolerences of like 0.035 inches clearance from the finished columns. The videographers were experienced in construction and went to the PA and asked about the precision as related to the cost to the public. They were definitely trying to show the public where the money went. The PA was actually upset momentarily that the videographers had went around them to a contractor and gotten information the PA considered sensitive at the time of construction. When pressed for why the tolerences were so tight the PA said that the plates were intended to "index the columns to the floors more perfectly". There were reasons the narrative put forth to question this and the expense, then the matter was left alone.

About a year ago I made this graphic to describe what I had remembered as it could relate to a method to create explosive shear of the columns. An extreme cutting charge built into the floors. The perspective is looking at the core face, or the steel in front of it.



After a year I added a second plate because with only one plate, 1 edge of 2, from the cut edges remaining, would be very ragged. In a year of looking at column ends I never found one. Both edges were clean, square cut tempered steel. So I added a plate that sandwiches C4 and is cast in concrete, around the column. The containment and resulting collapsing plane of high pressure gasses would leave a cut exactly like we see. Examine the edge left by modern LS charges and you'll see the column end above is very similar.


[edit on 21-5-2006 by Christophera]

[edit on 21-5-2006 by Christophera]


Am I the only one who thinks that the above post is totally insane?

Christophera is claiming that c4 was built into the structure in 1969.





[edit on 23-5-2006 by HowardRoark]
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