ACI-318 6.4.6 - under-poured column/shearwall
ACI-318 6.4.6 - under-poured column/shearwall
(OP)
Say you have a concrete placement for an elevated slab and a column or shearwall from below that slab is found to have been under-poured. How under-poured does a vertical element from below have to be before you start to consider ACI-318 6.4.6?
ACI-318 6.4.6 — Beams, girders, or slabs supported by columns or walls shall not be cast or erected until concrete
in the vertical support members is no longer
plastic.






RE: ACI-318 6.4.6 - under-poured column/shearwall
RE: ACI-318 6.4.6 - under-poured column/shearwall