I went through and looked at the variables directly relating to concrete (E) and adjusted them to wood to see if the answers remained the same. I also constructed a spreadsheet to validate their eccentric tension loads.

Using their design guide I was able to validate for shear loads in plane with the faying surface are the same between concrete and wood.

Hi All, thanks for the reply so - A lower E value significantly changes the point of - I have validated the shear and tension outputs from hilti for simple load cases.