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FAQ

Answers to frequently asked questions  

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Program

Version

Category Input

block
1. When I define an elastic foundation, is there any possibility to make the springs for tension or compression fail? RFEM RSTAB
2. What does the indication "Group" mean for the definition of a new result combination? RFEM RSTAB
3. How can I shift the nodes of an inclined top chord to the member axis of a generated 2D truss without having to calculate the x- and z-vector beforehand? RSTAB
4.
I have several crossing members modeled in my structural system, but they are still not connected with each other.
How can I easily create a node at the connection point?
RFEM RSTAB
5. Where can I set the material grade or another allowable stress in SHAPE-THIN? SHAPE-THIN
6. When I start to enter structural data, how can I define a plane calculation to avoid defining for example supports in y-direction for a two-hinged frame? RSTAB
7. When I copy a structural system, can I transfer the loading that is already applied to the original system to the new one? RSTAB
8. I have problems with the definition of equivalent imperfections in RSTAB. Which factors do I have to take into account for a correct input? RSTAB RSIMP
9.
How can I change the model name or the model description subsequently for an already existing structure?
I mean: How can I access the corresponding dialog box afterwards?
RFEM RSTAB
10.
I have selected several single members and some continuous members for the design in STEEL EC3, and now I have to define various parameters.
Is it possible to apply the entered parameters also to other members?
STEEL EC3 Add-on Modules

NOTE

On this page you find answers to frequently asked questions provided by Dlubal hotline engineers and also solutions to often encountered problems.

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