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Appendix D - Concrete Breakout in Shear
JedClampett - Unreasonably low so that the concrete breakout seems to control in situations where I would assume the steel or pryout would. dcarr82775 - Engineering judgement is what I was interpreting too. I am just surprised that there have not been guidelines set up for the engineers that...- Scud42
- Post #4
- Forum: ACI (concrete) Code Issues
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Appendix D - Concrete Breakout in Shear
Has anyone come up with a definitive answer for the concrete breakout in shear edge distance issue? I am trying to write a program for concrete embed capacities and I am getting what I believe to be unreasonable results with the concrete breakout when the edge distance is large. I have found...- Scud42
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- Replies: 4
- Forum: ACI (concrete) Code Issues
