Anchor Rod to Vertical Dowel Spacing
Anchor Rod to Vertical Dowel Spacing
(OP)
Is there a code required minimum spacing between an anchor rod and a vertical dowel?
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Anchor Rod to Vertical Dowel Spacing
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RE: Anchor Rod to Vertical Dowel Spacing
RE: Anchor Rod to Vertical Dowel Spacing
RE: Anchor Rod to Vertical Dowel Spacing
If they are to be used additive for shear or tension, I would follow the above recommendation and treat it as a separate rebar and follow those spacing requirements so as to not have a local overstress in your concrete or masonry.
The rebar may have adequate length away from the headed stud / anchor rod so as to not need any development in the region where they touch. In that case, it would be ok.
RE: Anchor Rod to Vertical Dowel Spacing
Don't confuse this with lapping, it's not lapping. You are developing the pier reinforcement above the failure plane of the breakout cone.