Verification Example 0096 | 2
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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.
This technical article analyzes the effects of the connection stiffness on the determination of internal forces, as well as the design of connections using the example of a two-story, double-spanned steel frame.
Lateral Torsional Buckling of Principal Beam with I-Section According to EN 1993-1-1
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Simplified Calculation of Critical Load According to EN 1993-1-1
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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
- How can I perform a stability/buckling analysis on a plate structure?
- I have to dimension a wall bracket (steel brackets). I have modeled it as surface components in RFEM. The question is: Which module can be used to calculate these steel brackets?
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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?
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- How can I define a warping spring or a warping restraint?
