Vito11
Structural
- Nov 3, 2022
- 4
Hey folks,
Can someone shed some light on clause 13.1.2.5 Development length around a curve?
Does this apply to horizontal bars at the corner of shear walls? Section 14 shows the bend for boundary element discontinuity only.
How does this match up with the closed fitments?
Which other standards require this?
Can someone shed some light on clause 13.1.2.5 Development length around a curve?
Does this apply to horizontal bars at the corner of shear walls? Section 14 shows the bend for boundary element discontinuity only.
How does this match up with the closed fitments?
Which other standards require this?


