Verification Example 0042 | 3
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Verification Example 0042 | 3
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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.
Shear Area Types and Their Meanings
Cross-section properties in RFEM and RSTAB include different types of shear areas. This technical article explains the calculation and meaning of various values.
Design of Neck Welds of Welded I-Sections and Box Sections
Switching Automatically from Equivalent Member Method to General Method for Stability Analysis in RF-/STEEL EC3
General Method for Stability Analyses According to EN 1993-1-1 and Buckling in Main Load-Bearing Plane
Manual Adjustment of Buckling Curve According to EN 1993-1-1
New
- The design of the connection components is performed according to Eurocode EN 1993-1-8
- After activating the Add-on, the design situations for Steel Connections must be activated in the "Load cases and Combinations" dialog box
- For the design of the connection stability (Buckling), it is necessary to have the Add-on Structure Stability activated
- The calculation can be started via the table or via the icon in the top bar
- I do not want to design a cross-section in the RF‑/STEEL EC3 add-on module. Can I quickly remove this cross-section from the selection?
- I am designing a set of members using the equivalent member method in RF‑/STEEL EC3, but the calculation fails. The system is unstable, delivering the message "Non-designable - ER055) Zero value of the critical moment on the segment".What could be the reason?
- I am designing a cross-section created in the SHAPE‑THIN program using the design add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General". What can I do?
- Why are the equivalent member designs grayed out in the Stability tab when activating the plastic designs using the partial internal force method (RF‑/STEEL Plasticity)?
- I have defined temperature loads, strain loads, or a precamber. Once I modify stiffnesses, the deformations are no longer plausible.
- Is it possible to transfer properties, such as the cross-section, or the surface thickness as well as the material of a surface, of an existing element to a new element?
- I would like to calculate and design "flying structures." What do I need for this?
- Are the Dlubal Software programs suitable for the analysis and design of hydraulic steel structures?
- I would like to perform a stability analysis of the upper flange in a long truss. What is the best way to proceed?
- How does the activation of the precamber imperfection work?
