jplay2519
Structural
- Oct 7, 2014
- 100
Spats on thread507-333478 you mentioned using the PCI design manual to figure the embed capacity. In PCI Design manual 7th edition it's Design Aid 6.15.10 and 6.15.11. If you're doing this for a handrail in a curb or something you have much less concrete in the transverse direction, how do we figure out how much concrete we need pass the embedded section?