Question about Anchor desing

Hi There,

I have modeled a anchor design using Hilti PROFIS. I have attached the report to this message. In page 4, why for calculation of Concrete Breakout Failure, the critical edge distance Cac is considered 925.3mm? According to able D9.7 of the code, Cac for a adhesive anchor should be considered 2hef so for this case it becomes 2*333.3mm=666.6 mm.

Thank you,
Mojgan Yaghoubshahi, P.Eng.
Element Consulting Engineers.