FAQ 001077 EN
Keywords
Cover Sheet Customize Structure Printout report
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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&mlid=C2E80B587F7242A5B9D48A27B3803F4A&hash=2B715A99FB4A24F27FD471E9D503F2F936DE6DF9)
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Depending on stiffness, mass, and damping, structures react differently to wind action.
- Why is no support force displayed even though I have bedded the member?
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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)?
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How the shear deformation of a member can be taken into account?
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Is it possible to calculate American steel cross-sections?
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How can I only display cross-section names in the panel for cross-section colors, without the standard and steel grade?
- How can I adjust the sheet size for a printout report?
- How can I consider a sway bracing in CRANEWAY?
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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
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The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
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