FAQ 000070 EN-US
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The ‘4.0 Results - Summary’ table displays the infinity norm at the end of the load case results. The norm is used to estimate the largest eigenvalue of a structure.
![Relaxation Losses for 0.7 ∙ fpk According to EN 1992-1-1 [1]](/-/media/Images/website/pages/solutions/online-tools/glossary/000211/2707400.png?la=en-US&mlid=C2E80B587F7242A5B9D48A27B3803F4A&hash=B8773E91D1A592AEE528D969311BE1A0D01E46E1)
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Depending on stiffness, mass, and damping, structures react differently to wind action.
- Where can I find the results of the contact stress (soil pressure) for the elastic surface foundation or the member elastic foundation displayed on the screen?
- How do I display the utilization rate of a compression column in RF-CONCRETE Members?
- Is it possible to use a contact solid or a layered FE mesh for a solid also in the case of curved surfaces? Because I get the error No. 848.
- Why do I get the error message 10203 for a result beam when performing design with RF‑CONCRETE Members?
- I have a model of a timber building, which I have transferred from Scia Engineer and adapted it into the RFEM program. The models should be the same; however, it can only be calculated in Scia Engineer while RFEM reports singularity. How do I edit the model to analyze it in RFEM?
- How can I model a timber-concrete composite floor?
- Is it possible to parameterize models and loads with RFEM and RSTAB?
- Is it possible to design a spherically curved glass pane in RF‑GLASS?
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My license does not work, what can I do?
- Why is there no support force displayed even though I have modeled the member foundation?
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