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Home Support & Learning Learning Videos FAQ 004204 | Is it possible to also define a load as acceleration [m/s²]?
FAQ 004204 | Is it possible to also define a load as acceleration [m/s²]?
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First Steps with RFEM
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Is it possible to also define a load as acceleration [m/s²]?Answer
Yes, it is possible by using the load generator.
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Dlubal FAQ Load Acceleration Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
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Knowledge Base Articles
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In RFEM 5 and RSTAB 8, it is possible to assign nonlinearities to member end releases. In addition to the nonlinearities ‘Fixed if’ and ‘Partial activity’, you can also select ‘Diagram’. If you select the ‘Diagram’ option, you have to specify the according settings for the activity of the member end release. For the individual definition points, it is necessary to specify the abscissa and ordinate values (deformations or rotations and the according internal forces) that define the release.Screenshots
Product Features Articles

New
Increased Calculation Performance by Reducing the Nodal Degrees of Freedom
The number of degrees of freedom in a node is no longer a global calculation parameter in RFEM (6 degrees of freedom for each mesh node in 3D models, 7 degrees of freedom for the warping torsion analysis). Thus, each node is generally considered with a different number of degrees of freedom, which leads to a variable number of equations in the calculation.
This modification speeds up the calculation, especially for models where a significant reduction of the system could be achieved (e.g. trusses and membrane structures).
Frequently Asked Questions (FAQ)
- I would like to calculate and design "temporary structures." What do I need for this?
- Which programs can I use to calculate and design power plants?
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
- Are the Dlubal Software programs suitable for the analysis and design of hydraulic steel structures?
- How do I display the nodal displacements graphically?
- In connection with the calculation according to the large deformation analysis, I get significantly smaller deformations than for the calculation according to the linear static or second-order analysis. How is this possible?
- Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
- Are the models and presentations from Info Day 2017 freely available, and can you send them to me?
- How can I quickly transfer a load from one load case to another? I have entered my loads into an incorrect load case by mistake.
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