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Rebar Inspection

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N3M4N

Structural
Joined
Aug 15, 2018
Messages
24
Location
CA
Hi all,

I would like to know the permissible gap between dowels out of footing and column vertical reinforcement?

Thanks
 
Depends on the design and your local code. Assuming a non-contact lap splice per ACI 318; spacing shall be between the minimum allowable clear spacing and the maximum of the lesser of 1/5 of the required lap splice length or 6 inches.

Ian Riley, PE, SE
Professional Engineer (ME, NH, MA) Structural Engineer (IL)
American Concrete Industries
 
and whether it was spec'd as a contact or not-contact splice.

Dik
 
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