8" Conc. Shearwall Boundry Condition
8" Conc. Shearwall Boundry Condition
(OP)
When do you need to provide closed ties at a boundary condition (End Strip) for an 8" rectangular shape, concrete shearwall design? Say that As for flexure criteria is met as well as Ash & Asv for shear criteria using one reinforcing layer. When is it required to have 2-layers or reinf. for walls less or equal to 10"?
TIA
TIA






RE: 8" Conc. Shearwall Boundry Condition