Hello, good afternoon, 1) When we want to solve the ladder independently of the structure, should both the "prevented translation" and "prevented rotation" options in the ladder support conditions be selected? 2) Can we turn on the "use alternative mesh algorithm" option when analyzing from the ladder analysis tab? 3) Since I will solve the ladder independently of the structure, I need to define the load of the ladder to the beam at the exit point. Where can I view this load?