What holds up the columns?
What's holding up the columns again?
What's holding the columns in place?
Pls, this is a forum where you announce your findings and
opinions and where questions to individuals are best sent separately.
So you don't know what's holding up a column? You are in good company! FEMA, NIST, Bazant, Seffen haven't got a clue either! And you design buildings for a living?
A column is only held up by itself, i.e. its part below. Of course the perimeter columns are supported by horizontal spandrels between the perimeter columns and the core columns are supported by horizontal beams between the core columns in 0, 90, 180 and 270° directions.
All these horizontal supports provide very little area for a floor to drop on!
Actually all floors are located outside any column and its associated horizontal supports.
Thus a floor dropping down - in itself a strange phenomenon - will not drop either on a column or a column horizontal support. The floors are just hanging on the columns!
And the floors apparently constitute the major mass of the towers.
The major mass parts of a tower, when dropping (very rare event), will not touch the principal structure that keeps the structure up, i.e. columns and their horizontal supports.
That is the beauty of a tower steel structure and explains why they never collapse due to gravity (masses attached to principal structure dropping down).
Do you want me demonstrate that the columns would still stand if I remove all the floors? That is easy.