Hilti HIT-HY 270 Adhesive - HILTI PROFIS vs HILTI tables

I am designing a connection, using Hilti Profis and I was getting that the connection was failing so I checked my design against the value in the tables and I was getting that the anchor bolt should pass. I have included the results from my analysis and how I typically use the Hilti tables as an attachment. Am I missing a factor in my hand calculations? What is being considered in the Hilti PROFIS analysis that is not considered in the tables? Are the tables an acceptable method of designing anchor bolts?