Maximum Pier Dowel Spacing?
Maximum Pier Dowel Spacing?
(OP)
Assuming the minimum .5% steel ratio at the interface with the footing is being met do the vertical dowels in a pier still have a maximum spacing limitation like that specified for longitudinal column bars in section 7.10.5 of ACI?
Thanks!
Thanks!






RE: Maximum Pier Dowel Spacing?
See if thread507-311771: Ties in compression members and thread507-280906: Max bar spacing in concrete columns would help.
RE: Maximum Pier Dowel Spacing?
RE: Maximum Pier Dowel Spacing?