Concrete design in state II

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?

Hi adrian.mayer,

The additional module RF-BETON Deflect known from RFEM 5 with the analytical deformation calculation in State II is included in the add-on "Concrete Design".
The additional module RF-BETON Deflect no longer exists in this form in RFEM 6.

Best regards
Thomas Eichner