We provide hints and tips to help you get started with the basic program RFEM.
RFEM 5 Tutorial for Students | 013 Dynamics: Natural Vibrations | Input Data
Video
First Steps with RFEM
Description
In this first part, the required input data necessary for calculation for RF-DYNAM Pro - Natural Vibrations add-on module will be explained and entered. This video is part of an overall series where the ultimate goal will be to run a response spectrum analysis (RSA).
Keywords
Tutorial video for students Students Civil Engineering Structural Analysis Software Dynamic Analysis Natural Vibrations E-learning Dlubal crash course Dlubal Campus Dlubal Academy
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New
The number of National Annexes to Eurocode 2 for the design of reinforced concrete cross -sections has been extended since DICKQ 6.54. Therefore, the following NAs of EN 1992-1-1:2004 + AC:2010 are available:
Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
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- In RF-/STEEL EC3, I get an error message saying that the node with a support does not exist in the set of members. What is the reason?
- How can I deactivate displaying symbols for the FE mesh refinement?
- What does the "Crack formation in the first 28 days" option means?
- I have recently purchased RSTAB with the CONCRETE add-on module. Can I use it to perform the stability analysis of reinforced concrete columns?
- How do I display some results of all load cases in the printout report, but other results of the selected load cases only?
- Is it also possible to subsequently deactivate the symbols for the FE mesh refinement in an existing graphic in a printout report?
- What is the difference between SHAPE‑THIN 9 and SHAPE‑THIN 8?
- Why does the note 155) appear as a result of the reinforced concrete design of members for the existing stirrup reinforcement?
- Why do RF‑CONCRETE Members or CONCRETE determine a significantly higher provided reinforcement than the required reinforcement?
