columns stirrups extending inside horizontal element
columns stirrups extending inside horizontal element
(OP)
hello,
In a non seismic zone, should the columns stirrups go inside the slab / beam or it can stop below the beam / slab as per chapter 7 of aci318-11 ..
thank you
In a non seismic zone, should the columns stirrups go inside the slab / beam or it can stop below the beam / slab as per chapter 7 of aci318-11 ..
thank you






RE: columns stirrups extending inside horizontal element
RE: columns stirrups extending inside horizontal element