STR04
Structural
- Jun 16, 2005
- 187
Are there any ACI provisions for minimum (tied) column width? I'm trying to match 8 inch CMU with an 8x16 column and I know it not the easiest to construct with 1.5 inch clearance. Would there be an opportunity to reduce the cover to 3/4 inch, similar to a conc. wall. I wonder what the tilt-up association uses for tied wall piers/columns.
TIA
TIA