Hello,
I am currently writing my master's thesis in the field of point-supported timber-concrete composite slabs. For this, I would like to use RFEM 6 for some modeling approaches, but I need a design of the reinforced concrete cross-section in state II. How can I take this cracked state into account for the design in RFEM 6? I know from RFEM 5 that this is done via an add-on module; how is this handled in RFEM 6?