Mixtli
Structural
- May 21, 2005
- 93
Hi guys,
I've never designed an anchor of this type.
I'm wondering what would be the concrete cone configuration at break. if the anchor is at 90 with the concrete it is easy, even giving an angle to the load, but when the anchor is not at 90......
Also, just for sakes, how about if only one leg were to be used?
Thanks a lot
Mixtli
I've never designed an anchor of this type.
I'm wondering what would be the concrete cone configuration at break. if the anchor is at 90 with the concrete it is easy, even giving an angle to the load, but when the anchor is not at 90......
Also, just for sakes, how about if only one leg were to be used?
Thanks a lot
Mixtli