Hello, Autodesk Team.
I have been using this program for a while and I must say that there's a mistake when calculating footings. The program does not take the aproppiate value of the parameter bo (critical perimeter), so if you guys can check that out it would be awesome.
As well, I must say that when calculating a footing, in the Load Table, I cannot asign values for Mz (moment around Z axis) and that's unconvenient, because it's important to consider the torsor moment applied in the pedestal for any load combination.
I hope you guys can take my comments to improve the product or if there's something that I am doing wrong, I appreciate your help.
Thanks and best regards.
Dionicio Romero.