SHEAR_FORCE
Structural
- Sep 2, 2022
- 12
Hello!
I have a client who offered an unconventional concept for using two double-sided shearwalls back-to-back to form a high load shearwall (2 studwalls, 4 sheets of ply total). We are considering this for a an exterior wall application on the lower level of a three-story home, in lieu of a frame system at the garage. Obviously, the holdown anchorage would need to be custom and the constructability of said wall would be difficult. Is there anything in the code that would prohibit this? Are there other complications that would make this impossible?
tia
I have a client who offered an unconventional concept for using two double-sided shearwalls back-to-back to form a high load shearwall (2 studwalls, 4 sheets of ply total). We are considering this for a an exterior wall application on the lower level of a three-story home, in lieu of a frame system at the garage. Obviously, the holdown anchorage would need to be custom and the constructability of said wall would be difficult. Is there anything in the code that would prohibit this? Are there other complications that would make this impossible?
tia