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FAQ 003307 | How can I display the contact stresses on a contact solid?
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QuestionHow can I display the contact stresses on a contact solid?
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Models to Download
Knowledge Base Articles
Designing rigid end plate connections is difficult for four-row connection geometries and multi-axis bending stresses because there are no official design methods.
Product Features Articles
Frequently Asked Questions (FAQ)
- I would like to use surface releases to model a bolt connection, which can only absorb compressive stresses from the support. Unfortunately, I cannot do this because my model is always unstable. Is there a model as a template?
- How can I display the contact stresses on a contact solid?
- The calculation of my model results in unrealistically high stresses at many locations. What is the reason?
- Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
- How can I create a twisted beam in RFEM?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, i.e. the design against pulling out of the column?
- In the RF‑/STEEL EC3 add-on module, I obtain an extremely high design ratio for a member in the case of "Biaxial bending, shear and axial force." Although the axial force is relatively high, the design ratio seems to be unrealistic. What is the reason?
- For which programs is the STEEL Warping Torsion add-on module available?
- I have just noticed that the STEEL EC3 add-on module also calculates with γM0 = 1.0 when designing a tension member, although it should actually be γM2 = 1.25. How can I perform the design correctly?
- Is it possible to design intermittent welds in the CRANEWAY add-on module?