Christophera
Banned
- Joined
- May 25, 2006
- Messages
- 2,760
You said that the concrete core only supported 20% of the load. Therefore, the "interior box columns" must have supported 80% of the load (100 - 20 = 80). This means that the "interior box columns" would have had to be pretty "substantial".
The perimeter columns supported 50%, the interior box columns 30% and the core 20%.
The interior box columns were very substancial, much larger than the perimeter columns as they were spaced on 20 foot centers.
