where is in aci rebar splicing in columns should not all be the same location?
where is in aci rebar splicing in columns should not all be the same location?
(OP)
i rarely do concrete column but i remember there is this requirement. i want to check if this also applicable for walls and mat footings.






RE: where is in aci rebar splicing in columns should not all be the same location?
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: where is in aci rebar splicing in columns should not all be the same location?
RE: where is in aci rebar splicing in columns should not all be the same location?
RE: where is in aci rebar splicing in columns should not all be the same location?
my draftsman alternately spliced my mat footing rebar even though i didnt say so. before i tell him it aint necessary, i want to be sure.
RE: where is in aci rebar splicing in columns should not all be the same location?
I think the column requirement you are remembering may be for long columns, e.g. three storeys high unsupported where single length bars are not available.