While modeling with the same loads and concrete edge conditions, in one model the right boundary where the concrete would be continuous and extends and the second where the concrete would only extend 12" from the anchor result in different results. In model one where the concrete edge on the right side extends, there would be concrete breakout failure. However, in the model two where the concrete edge is 12" from the anchor would result in a 72% unity for concrete breakout.
Hi Cynthia,
For more information on how PROFIS Engineering performs calculations, please reference the PROFIS Engineering Design Guide on Hilti's website.
If you have additional questions or concerns, please send a copy of your design file to our technical services team at hnatechnicalservices@hilti.com.
Regards,
Matthew