It is painful task to add DJ1 and DJ2 for deflection check in design paramter. Instead create SPAN command , which allows to add a set of members in a SPAN command to calculation local y and z deflection and actual DFF against allowable DFF. This is similar to SACS from Bentley
Thank you for posting this idea. The idea is really supporting the idea of a physical member design in that it is the ends and restraints on the physical member that determine the nodes that identify the lengths that are used for the deflection checks.
From ejoumale.pajamale@technipenergies.com