DanAndrews
Structural
- Jul 19, 2021
- 18
Does anyone know why the eccentricity is taken as joint plus plate width when checking the rebar capacity in PCI handbook wall-wall shear connection example?
Shouldn't e be joint only?
Shouldn't e be joint only?
![PCI2_xtstn4.png](https://res.cloudinary.com/engineering-com/image/upload/v1627609137/tips/PCI2_xtstn4.png)