FAQ 001474 EN-US
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In RFEM, RSTAB, and SHAPE -THIN, formulas can be used to determine a numerical value.
![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.
- How can I model a timber-concrete composite floor?
- Is it possible to parameterize models and loads with RFEM and RSTAB?
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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?
- RFEM calculates all load combinations automatically according to the second-order analysis. Is it possible to deactivate this?
- Is it possible to change the font size of dimensions?
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Which units are specified in the result display of the support reactions (kN or kN/m)? A note about this is missing in the graphic.
In the case that the support reactions are given in kN/m, for which distance does the value apply? - I design a cross-section created in the SHAPE‑THIN program by using the RF‑STEEL EC3 add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General." What can I do?
- I would like to calculate a multi-span beam. Is it possible to automatically apply imposed loads by span (for the design of the largest supporting moment and moment in the span)?
- How the shear deformation of a member can be taken into account?
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Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
3,540.00 USD
Main Program
The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
2,550.00 USD
