Chain of Custody

Everyone here knows that the TT were known to flex in high winds right? That's why the STEEL CORE COLUMNS thinned as you got closer to the top.

Right. However, the reason for the tapered steel columns is because of strength. Not because of flexibility.

If they had put the same size columns at the top, as the bottom, it may not have of worked. They columns would have had to be HUGE w/r/t thickness to be able to support the added load on them. By making them taper, you've reduced the load on the lower columns, thus reducing the size needed for the lower columns. It's all about weight.

I have spoken with people who worked in the towers whom have said you could feel them sway in high winds.

That is true of just about any large skyscraper. Sears Tower, ESB, etc. Less though with the ESB.
 
Everyone here knows that the TT were known to flex in high winds right? That's why the STEEL CORE COLUMNS thinned as you got closer to the top
.

Nope, they got thinner to reduce their weight. The columns were the same exterior dimensions all the way up the tower but needed to support much more load at the bottom than at the top so their walls were thinned down from about 2" thick at the bottom to 0.25" IIRC at the top.
This saves steel (and hence money) and means the lower columns had less weight to support.

"So how could steel possably NOT be flexible if 200,000 tons would flex in high winds.??

No one said that steel was not flexible (everything is to some extent) just that carbon is not added just to make it so.......which was your claim.
 
The kid said he took welding in High School. Isn't that good enough?


(By "took" I think he means "will take" when he gets there)

Taking shop classes in high school qualifies you as a structural engineer. Who knew?
 
EDITED:

The post I was quoting disappeared as I was writing my post.
 
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