struceng.id
Structural
- Jun 14, 2021
- 4
Question for the group:
Lets say for instance you are anchoring into a 2'-6" thick wall with vertical shear and horizontal tension. You're perpendicular edge distance, Ca2, is 10'-0" on each side of the anchor and the edge distance parallel with the shear load, Ca1, is 9'-0". In your opinion, would you consider that concrete breakout in shear is negligible? Of course you would still check shear pryout, but if you were to say that you are far enough from an edge then shear breakout is not applicable? Reference ACI318-19 R17.7.2. Would you agree with this statement?
Lets say for instance you are anchoring into a 2'-6" thick wall with vertical shear and horizontal tension. You're perpendicular edge distance, Ca2, is 10'-0" on each side of the anchor and the edge distance parallel with the shear load, Ca1, is 9'-0". In your opinion, would you consider that concrete breakout in shear is negligible? Of course you would still check shear pryout, but if you were to say that you are far enough from an edge then shear breakout is not applicable? Reference ACI318-19 R17.7.2. Would you agree with this statement?