When modeling a beam connection to a continuous column, I have the problem that the column flange fails under bending. If I add backing plates in the FRAME‑JOINT Pro add-on module, nothing changes for all design ratios. Why?
For the design of biaxially stressed slabs in RF‑CONCRETE Surfaces, I obtain minimum reinforcement in both slab directions. Is it possible to set in the add-on module where the minimum reinforcement should be applied?