Pier dowels into structural slab
Pier dowels into structural slab
(OP)
Just curious how you all align the pier dowels between a circular pier and a two-way structural slab. Do you align them splayed at 90s and lapped directly with horizontal and vertical bars or do you rotate so the dowels come at 45 degree angles relative to the horizontal and vertical bars. Any reason to do one way vs the other?






RE: Pier dowels into structural slab
RE: Pier dowels into structural slab
RE: Pier dowels into structural slab
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Pier dowels into structural slab
RE: Pier dowels into structural slab