Archie264
Structural
- Aug 29, 2012
- 993
On some anchor bolts relatively close to the edge of concrete there's no way to make them work without supplemental reinforcement. And as proposed the embeddment is a little over 12d. Given this is there any advantage to be had in making them longer? Not per Appendix D, i.e. now Chapter 17; I understand that. I just mean is there any advantage to a longer anchor bolt despite Ch. 17 limiting it's advantage?