Boiler106
Structural
- May 9, 2014
- 214
I have thick walls used for shielding that vary from 24" to 120" thick and lightly stressed and up to 50 ft long with no control joints.
ACI 350-06 7.12.2.1 indicates a minimum reinf ratio of 0.005, however, there's an exception:
Concrete sections that are at least 24 in. may have the minimum shrinkage and temperature reinforcement based on a 12 in. concrete layer at each face
Does it make sense to reinforce a ten foot thick wall with 24" x 12" x 0.005 = 1.44 in2 split between two faces, say #8@12" horiz?
Am I reading this correctly? Is there another reference you can point me to? Thanks!
ACI 350-06 7.12.2.1 indicates a minimum reinf ratio of 0.005, however, there's an exception:
Concrete sections that are at least 24 in. may have the minimum shrinkage and temperature reinforcement based on a 12 in. concrete layer at each face
Does it make sense to reinforce a ten foot thick wall with 24" x 12" x 0.005 = 1.44 in2 split between two faces, say #8@12" horiz?
Am I reading this correctly? Is there another reference you can point me to? Thanks!