Verification Example 0042 | 4
Model to Download
Description
Verification Example 0042 | 4
Model Used in
Keywords
Write Comment...
Write Comment...
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.
![[CS] CP 001194 | Renovation of an Existing Water Tower into an Office Building](/-/media/Images/netgenium/thumbnails/2/9/6/6/6/2966620/2966620.png?la=en&mw=348&mlid=2D4F0809D4D4457F82F841389157725E&hash=4F5308A0503F5C81B836C2A45F8DE998081E698C)
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
- 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?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- 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 some load cases displayed in red in RF‑STEEL EC3?
- 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)?
- 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?
- How can I create a curved or arched section?
- I would like to calculate and design "flying structures". What do I need for this?
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
