We provide hints and tips to help you get started with the basic program RFEM.
Home Support & Learning Learning Videos FAQ 004243 | Is it possible to define different stiffnesses for tension and compression between two surfaces in the diagram of a line release?
FAQ 004243 | Is it possible to define different stiffnesses for tension and compression between two surfaces in the diagram of a line release?
Video
First Steps with RFEM
Question
Is it possible to define different stiffnesses for tension and compression between two surfaces in the diagram of a line release?Answer
The definition of different properties in the tension and compression area of a line release is possible as shown in Figure 01.Keywords
Dlubal FAQ Reaction force Action force Diagram Stiffness Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
Links
Contact us
Do you have any questions about our products or need advice on selecting the products needed for your projects?
Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
Recommended Events
Eurocode 5 | Timber structures according to EN 1995-1-1
Online Training 03/17/2021 8:30 AM - 12:30 PM CET
Eurocode 3 | Steel structures according to DIN EN 1993-1-1
Online Training 03/18/2021 8:30 AM - 12:30 PM CET
Eurocode 3 | Steel structures according to DIN EN 1993-1-1
Online Training 05/06/2021 8:30 AM - 12:30 PM
Eurocode 2 | Concrete structures according to DIN EN 1992-1-1
Online Training 05/11/2021 8:30 AM - 12:30 PM
Eurocode 5 | Timber structures according to DIN EN 1995-1-1
Online Training 05/20/2021 8:30 AM - 12:30 PM
RFEM | Structural dynamics and earthquake design according to EC 8
Online Training 06/02/2021 8:30 AM - 12:30 PM
Videos
Models to Download
Knowledge Base Articles
New
For relatively large or relatively small surfaces, it can happen that the automatically created result values do not fit the model: In case of large surfaces, there can be too much result values, in case of small surfaces, too few.Screenshots
Product Features Articles

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.
Frequently Asked Questions (FAQ)
- How are the signs for the release results of a line release and line hinges interpreted?
- 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?
- For the directions and forces, there are four options under the "Grouped" selection box to smooth the internal forces. Which grouping should I select here?
- How do I display the nodal displacements graphically?
- Are silos/tanks possible to export from RFEM into Revit?
- Is it possible to also have RFEM output the area of each finite element along with its location?
- Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
- For line releases, I obtain the resultants in the horizontal direction, which I cannot understand.
- Are the models and presentations from Info Day 2017 freely available, and can you send them to me?
- When creating a material, there are no nonlinear material models available for surfaces or solids. Why?
Customer Projects