Tilt-wall reveals
Tilt-wall reveals
(OP)
Getting mixed opinions on how to design a tilt-up concrete wall that has architectural reveals. My approach has been to ignore reveals when not in the middle 1/3 of the height and when in middle 1/3 use the reduced section except for the deflection calculation.
How do others design for reveals.
How do others design for reveals.






RE: Tilt-wall reveals
RE: Tilt-wall reveals
RE: Tilt-wall reveals
{Looks around...takes another swig of beer}
RE: Tilt-wall reveals
RE: Tilt-wall reveals
I always require minimum cover over rebars at the reveals. ACI requires the cover for corrosion purposes.
Regards,
Lutfi
RE: Tilt-wall reveals
RE: Tilt-wall reveals
I agree, use the thickness at the reveal except for self-weight.
However, when only minimum steel (vertical or horizontal) is required then what thickness do you use?
RE: Tilt-wall reveals
RE: Tilt-wall reveals
ACI permits use of precast covers for site precast but I've seen some site tilt-up that is not near the quality observed in a precast plant.
I've used 1" minimum as a middle ground where needed.
RE: Tilt-wall reveals
By the way, is there a set tolerance requirements or any standard corresponding to "manufactured under plant control conditions"?
RE: Tilt-wall reveals