Cutting Every Other Bar at CC Joints
Cutting Every Other Bar at CC Joints
(OP)
Does anyone here construct his or her slab on grade details to show every other bar being cut at crack control joints before the slab is placed? Say if you schedule #3@12" EW and at the CCJ you cut the bars before concrete is placed thus decreasing your area of steel across the joint to #3@24".
TIA
TIA






RE: Cutting Every Other Bar at CC Joints
RE: Cutting Every Other Bar at CC Joints
RE: Cutting Every Other Bar at CC Joints
RE: Cutting Every Other Bar at CC Joints
Can you tell me where ACI or PCA recommmends this practice?
Thanks,
STR04
RE: Cutting Every Other Bar at CC Joints