DavidKn
Structural
- Mar 1, 2003
- 4
Does anybody know when they stopped making "lally columns" from structural (standard) pipe, concrete filled, and switched to the current 16 GA shells? I am looking at 1987 plans for a building that calls for 3-1/2" lally columns. When I calculate the load, it is more than twice what I would put on a modern lally, but for the old-style lally, it would be no problem. I'm only increasing the load about 3%... but still! The cap plate and the footing called for would be good for the full load.