OBIM-ONE
Structural
- Aug 9, 2019
- 1
Hi,
This is my first time posting here so thank you in advence !
I'm currently designing anchors for post-tension bars. This anchors are fixed to a 25'' thick wall. My design in composed with plate anchors in both sides of the wall so i can have two post-tensioned bars fixed.
This is my first time designing anchors that goes through a wall so i'm not sure wether the embedment design from ACI349.2R applies. Do cone failures appear in this kinf of situation too?
This is my first time posting here so thank you in advence !
I'm currently designing anchors for post-tension bars. This anchors are fixed to a 25'' thick wall. My design in composed with plate anchors in both sides of the wall so i can have two post-tensioned bars fixed.
This is my first time designing anchors that goes through a wall so i'm not sure wether the embedment design from ACI349.2R applies. Do cone failures appear in this kinf of situation too?
