Construction Stage - Modifying Properties
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Local Buckling of Flexural Members per ADM 2020 in RFEM 6
This article discusses the options available for determining the nominal flexural strength, Mnlb for the limit state of local buckling when designing according to the 2020 Aluminum Design Manual.
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Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- How can I modify the lamella thickness for a glulam section in RFEM 6?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How do I define effective lengths when designing steel members in RFEM 6?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
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I am having trouble with the design of a steel structure. For a singly symmetric cross-section (UPE), the program cannot perform the stability analysis. It reports that the Equivalent Member Method 6.3.3 is not applicable for an unsymmetrical cross-section. Is it possible to design such cross-sections in the program?
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
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- How can I modify the lamella thickness for a glulam section in RFEM 6?
