FAQ 003564 EN
Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.
If a member is laterally supported to prevent buckling due to a compressive axial force, it must be ensured that the lateral support is actually able to prevent buckling.
Depending on stiffness, mass, and damping, structures react differently to wind action.
- Is it possible to import effective lengths from RF‑STABILITY or RSBUCK in RF‑/TIMBER Pro?
- What is the critical load factor and how is it possible to determine it?
- How are the effective lengths of frame columns determined in RFEM or RSTAB?
- In the stability analysis in RSBUCK, I receive the following error message: "The model is not connected because there are independent partial models." What does it mean and what can I do about it?
- The calculation of a critical load factor according to the second-order analysis in RSTAB results in a value that differs significantly from the result of RSBUCK.
- How can I model a timber-concrete composite floor?
- Is it possible to parameterize models and loads with RFEM and RSTAB?
My license does not work, what can I do?
- Why is there no support force displayed even though I have modeled the member foundation?
- RFEM calculates all load combinations automatically according to the second-order analysis. Is it possible to deactivate this?
Revitalization and Extension of Supporting Structure of Stage Roof in State Playhouse Dresden, Germany
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
Stability analysis according to the eigenvalue method