Title:
Concrete Q & A: Questions on ACI 318 Appendix D, Anchoring to Concrete
Author(s):
Publication:
Concrete International
Volume:
27
Issue:
5
Appears on pages(s):
68
Keywords:
DOI:
Date:
5/1/2005
Abstract:
1. What values should be used for effective embedment depth and effective edge distance in calculating the projected concrete failure areas for an anchor group influenced by three or four edges?
2. How is pryout shear calculated for a connection with multiple anchors?