I'm interested in setting up a Revit to Structural Analysis workflow, particularly for steel members.
Typically the steel structures we encounter are steel roof structures, so no multi-storey steel buildings.
I'd like to know if the 'Best Practice' note below can apply to a Revit - ISM workflow. Or is it Pro Structures only?
I'm hoping the end result would be a connected set of line members and nodes, for import into structural analysis software.
