[EN] FAQ 000241 | I have problems understanding how to model elastic surface foundations. Where d...

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[EN] FAQ 003568 | How can I create a printout report for COMPOSITE‑BEAM?

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[EN] [EN] FAQ 004873 | I design a cross-section created in the SHAPE-THIN program by using the ...

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[EN] FAQ 000846 | In SHAPE‑THIN, I want to connect a free-standing cross-section part by means of...

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[EN] FAQ 003409 | Is it possible to edit a printout report without opening it?

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[EN] FAQ 004330 | When starting PLATE‑BUCKLING as a stand‑alone program or as an add‑on module wi...

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[EN] FAQ 004646 | When generating an FE mesh, I get an error message saying that the definition ...

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[EN] FAQ 003341 | Where can I see the stresses in RSTAB?

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FAQ en Direct : Mon Retour sur YouTube et Réponses à Vos Questions

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[EN] FAQ 003106 | What is the meaning of the \

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[EN] FAQ 003178 | What is the recommended setting for the distribution of internal forces ...

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[EN] FAQ 002008 | How can I apply wind load distribution to a cylinder according to EN 1991‑4, Se...

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[EN] FAQ 002771 | How can I consider a member offset at a particular connection point?

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[EN] FAQ 000609 | How do I enter member elastic foundations? The question arises for a bored pile...

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[EN] FAQ 004851 | How is the support spring calculated for a wall?

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[EN] FAQ 002646 | Why is no color scale displayed in the panel despite the available results?

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[EN] FAQ 000242 | How many mode shapes do I need to consider in the dynamic analysis?

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[EN] FAQ 000113 | When importing a file (for example, DXF), some problems arise ...

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[EN] FAQ 001436 | How can I change the line width in RSTAB?

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[EN] FAQ 004631 | Why do I obtain great differences in results for both the deformation and the b...

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