Area with line release
Model to Download
Description
Download the model of a surface with line release here and open it with the finite element program RFEM.
This model is used in the free webinar "The most common user questions to Dlubal Support" on November 22, 2022 (German, November 24, 2022, English).
Model Used in
Keywords
Surface Line release Finite elements Steel
Write Comment...
Write Comment...
- Views 120x
- Downloads 9x
- Updated 22 November 2022
- Number of Nodes 16
- Number of Lines 16
- Number of Members 6
- Number of Surfaces 3
- Number of Solids 0
- Number of Load Cases 1
- Number of Load Combinations 0
- Number of Result Combinations 0
- Total Weight 0.839 t
- Dimensions 5.000 x 0.000 x 1.200 m
Disclaimer
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
New
Practical Applications Using Python and RFEM 6 | 2D Truss Generator
This article looks at a practical use case of programming a 2D Truss Generator GUI with Python.
- How can I efficiently define line hinges on several surfaces?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- How do I define effective lengths when designing steel members in RFEM 6?
- Is it possible to display the deformation analysis of a surface (limit 0.5‰)?
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
- How do I include the overstrength factor(s), Ωo in the ASCE 7 load combinations?
- How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
