Agents without evidence are sooooooooo pitiful.
The concrete core is the only core that can be independenty verified.
Oxford Illustrated Encyclopedia of Invention and Technology, of 1992
Ah now see thats where you are wrong chris..... I gave evidence to back my claims, you didn't read my claims.... If you had you would have noticed the link in it..... Now want to play dumb some more?
"For buildings 300 feet or taller, the concrete core usually has a minimum dimension of 30 feet in each plan direction, with walls that are 18 to 30 inches thick (Figure 1)."
See that? Thats called a link to a outside and reliable source, a source involved in this very kind of thing you are claiming here; Construction..
I will post my previous words a gain maybe you will read it this time...
Chris your theory is based on bullshit you create from half-truths, unclear photographs, mistaken statements taken from panic-stricken, sometimes uneducated, often misinformed, and even more often, people who want to sound more informed than they really are.
you cry about evidence, you cry about agents and all the disinformation they try to use against you to hide the truth. Well lets use some evidence shall we.....
First, your theory of a concrete hollow core is highly unlikely for many reasons. THe reasons are listed below....
1. A concrete core, even a steel reinforced one would need to be exponentially larger as it went closer to the ground. Meaning the bottom floor would have to have the largest concrete core sections and thereby the least amount of open space on the floor. This does not show in the entrance floor lobby pictures we see even from you. In fact the escalators, the elevators, the stairs, the information desks and all the design elements show this to be utterly false....
2. Steel reinforced load bearing concrete wall pouring and mixing during the building process or on site, would take a great deal more time and expense than a steel space frame design. And given you yourself have claimed they used the concrete core to save money and speed the construction, this does not make sense. So they would have had to use pre-fabricated structural pieces or sections to even make this an option.
According to one legitimate and unbiased source; "For buildings 300 feet or taller, the concrete core usually has a minimum dimension of 30 feet in each plan direction, with walls that are 18 to 30 inches thick (Figure 1)."
Now IF the dimensions of concrete required for a building over 300 feet are those stated above from the reliable industry source, wouldn't the requirements be even greater for a building more than 1300 feet? Why yes I believe they would be.. So where is that tremendous concrete core structure in all of your Pictures of the lobby before the disaster?
A simple and basic policy to remember on this... As we add a piece onto another piece in a stacked structure. The pieces nearest the bottom will have to bear the most load. It will bear the load of the structure itself and the load of its upper stacks as well.
So again why does this not show in your Pictures or claims?
THose two should suffice for now.... Please respond to these obvious problems....