AII OR AIII TYPE REINFORCEMENT IS BETER FOR SEISMIC ZONES?
AII OR AIII TYPE REINFORCEMENT IS BETER FOR SEISMIC ZONES?
(OP)
WHAT KIND OF REINFORCING BARS HAVE BETER RESPONCE FOR SEISMIC ZONES?
AII (FY= 3000 KG/CM2)
AIII (FY=4000 KG/CM2)
AII (FY= 3000 KG/CM2)
AIII (FY=4000 KG/CM2)






RE: AII OR AIII TYPE REINFORCEMENT IS BETER FOR SEISMIC ZONES?
They also require that the actual yield strength of the bars, based on mill tests, not exceed the specified yield strength by more than 18,000 psi (496 kg/cm^2)
RE: AII OR AIII TYPE REINFORCEMENT IS BETER FOR SEISMIC ZONES?