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?