Answer:
In RF‑STAGES, the temporary loads in the respective construction stage are only calculated linearly, according to the linear static analysis. The permanent loads implemented into the structure will be subjected to nonlinear calculation, according to the large deformation analysis. In the combinations that can be created in the add-on module, the results of the individual load cases are then combined.
Question
Which analysis is used in RF‑STAGES or STAGES to calculate temporary loads and the generated combinations?
;