Is it possible to import superstructure reactions from a LEAP Steel model into a LEAP Concrete Substructure Model? Steel Girder Design was started in LEAP Steel and concrete pier design was starte separately in LEAP Concrete.
Does the substructure module in LEAP Steel have the same functionality as the module in LEAP Concrete?
yes they have same functionality
I find there are some limitations...notably the available pier configurations, and cap configurations. Also, is it necessary to run the LEAP Steel analysis prior to opening the substructure module each time? It seems that substructure won't recall the load cases otherwise.