I upgraded to the latest version 22.05.00.131 from 22.04.00.40 and the changes on the way it designs the horizontal bracings is very different, and now all my horizontal bracings are failing, what happened to the program? what has changed?
Right now I had to change from member truss to member release and the section from previous version was a WT6x17.5 and now WT6x32.5 and barely passing.
Adding a little more to this issue, the axial forces in member truss as an example is 120 kips and for member release is 26 kips, this is very odd. It is only affecting my horizontal and vertical bracings when assigned as member truss.