dstruct99
Structural
- Jul 7, 2022
- 10
The contractor failed to provide a 180-degree hook for the horizontal rebar at the end of the CMU wall designed to be a specially reinforced shear wall. They have asked us (EOR)if there is a way around this. Is there one?
The TMS 402-16 code explicitly states these hooks are required at the end of the wall. Has anyone faced this issue before?
The TMS 402-16 code explicitly states these hooks are required at the end of the wall. Has anyone faced this issue before?