Prestressed Guy
Structural
- May 11, 2007
- 390
The typical ø I see in shear friction examples is 0.75 per table 21.2.1 for shear.
In SDC D Intermediate Precast Shear walls does it need to be 0.60 per 21.2.4?
In SDC D Intermediate Precast Shear walls does it need to be 0.60 per 21.2.4?