We provide hints and tips to help you get started with the basic program RFEM.
Online Training | RFEM for Students | Part 3
Video
First Steps with RFEM
Description
This free online training for students about RFEM shows important features and modeling options by using practical examples.
This recording was created on Mon, Nov 30, 2020.
Content:
00:00 Greeting
03:40 Modeling and Design of a flat Timber Truss
01:01:45 Modeling and Design of a Steel Hall
02:15:50 Design of a reinforced Concrete Building
02:46:00 Questions and Website
Keywords
Dlubal Online Training Timber Truss Girder Truss Girder Truss Structure Steel Hall 3D Hall Reinforced Concrete Design Reinforced Concrete Structure Online Training to Dlubal E-learning Dlubal crash course Dlubal Campus Dlubal Academy
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New
Timber Beam-Column Design per NDS 2018 Using RF-/TIMBER AWC Module
In this article, the adequacy of a 2x4 dimension lumber subject to combined bi-axial bending and axial compression is verified using RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.
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.
- For the design, I can only select the surrounding reinforcement for a rectangular cross-section. Why?
- What is the best way to consider steel fiber concrete in the structural analysis software RFEM?
- 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?
- Can I use RFEM to calculate a log house three-dimensionally?
- 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?
