Steel Connection of 2 Members
Model to Download
Description
A FEM connection model of 2 members using the plate-to-plate type. The connection is created using the Steel Joints add-on in RFEM 6. The connection can be designed separately, independent of the structural model.
Parent Model
Keywords
Steel Joints Connection Design Plate Members FEM
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- Views 252x
- Downloads 23x
- Updated 04/07/2022
- Number of Nodes 554
- Number of Lines 436
- Number of Members 272
- Number of Surfaces 34
- Number of Solids 0
- Number of Load Cases 4
- Number of Load Combinations 0
- Number of Result Combinations 0
- Total Weight 0,043 t
- Dimensions 2,79 x 0,95 x 0,51 feet
Disclaimer
This structural analysis model available for download may be used for learning or testing purposes. There is no guarantee or liability for the accuracy or completeness of the model.
New
Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
With the RFEM 6 add-on Steel Joints, you can analyze steel connections by using an FE model. This article demonstrates how to evaluate and document the steel joints analysis results.
New
Application of Connections to the Structure | Steel Joints
- The proposed connection can be applied to all selected nodes in the structure
- The location of the connection can be defined using the "Main" tab of the Add-on dialog box
- The design is performed for all connections in the structure and after the calculation, the results on all connections can be displayed
- The table shows the results for the individual connections, each connection is designed and can be saved separately
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How do I set a release for warping?
- How can I define a warping spring or a warping restraint?
- At which point on a cross-section are the supports and loads assumed for the calculation with warping torsion?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How can I deactivate the 7th degree of freedom for certain members or cross-sections only?
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- How can I define a warping spring or a warping restraint?
