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Question
Which calculation method is the basis for the stability analysis in RF‑CONCRETE Columns?
Question
Why is the deflection of a reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
Question
I have designed several reinforced concrete surfaces of my model using the RF‑CONCRETE Surfaces add‑on module, and now I get no results in the display of the required shear reinforcement a-sw in sub‑surfaces. What can be the reason?
Question
How can I create a rectangular timber cross-section in the COMPOSITE‑BEAM program?
Question
I have purchased the programs RFEM and RSTAB. However, I can only see RFEM (or RSTAB) in the Download section in my Dlubal Account. Why?
Question
Is it possible to display cross-section properties using the RF‑COM/RS‑COM interface?
Question
Is the punching load in RF‑PUNCH Pro taken from the support forces of line supports in the case of the design on a wall corner? Which lengths are decisive for applying the support forces?
Question
How long does it take to be able to work with your programs?
Error when Starting Program
When trying to run RFEM 5 / RSTAB 8, the message appears:Sentinel HASPFailed to create the self-socket with error 10093/WSANOTINITIALIZED.Likely, Winsock DLL is malfunctional or was unloaded while the HASP API is still in use.This is an unrecoverable error!Aborting...How can I solve this?
Sentinel HASP
Failed to create the self-socket with error 10093/WSANOTINITIALIZED.
Likely, Winsock DLL is malfunctional or was unloaded while the HASP API is still in use.
This is an unrecoverable error!
Aborting...