Quote:
Originally Posted by robertocarlos
The new work in the food court is to strengthen the elevator shafts with new columns on the corners and thicker concrete walls.
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I'm not sure I understand the need to strengthen the columns before the tower goes up. Had they proceeded with the second office tower when the first one was going up, does it mean that the columns that were originally poured would have been too weak to actually support it?

I had thought that although the tops of the columns were capped due to the second tower not going up as originally planned, the columns would be ready should a structure go up in the future.