Dlubal Webinar: Design of Steel Structures According to EC 3 | Part 1: Modelling, Loading
Event Information
Everything I Expected and More
"RFEM is everything I expected and more. I’m having a blast learning the software and the webinars are fantastic."
Nicholas J. Greven P.Eng.
23 July 2019
Recorded Webinar
![[EN] Webinar: Design of Steel Structures According to EC 3 | Part 1: Modelling, Loading](/-/media/Images/netgenium/thumbnails/2/9/7/1/8/2971801/2971801.png?la=en&mw=578&mlid=CA3208F0913A468AB73449324F810CFB&hash=7F361F12F7788A2DBBEC1C750A3D48F44DAC5ED1)
Date | Time
Event Language
EnglishTime Schedule
| 00:00 | Modelling |
| 28:15 | Definition of loads |
| 51:30 | Changes in the model |
| 54:30 | Load and Result Combinations |
Speaker
Dipl.-Ing. (FH) Andreas Hörold
Marketing & Public Relations
Mr. Hörold takes care of the Dlubal Software website, creates press releases as well as marketing materials, and is the moderator of the German and English webinars.
Keywords
Dynamic Dynamic analysis Design EC3 Eurocode Eurocodes BIM Building information modeling CAD FEA FEM Finite elements Beam Tension member Set of members Member end release Failing member Area loads via plane
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![[EN] Webinar: Design of Steel Structures According to EC 3 | Part 1: Modelling, Loading](/-/media/Images/netgenium/thumbnails/2/9/7/1/8/2971801/2971801.png?la=en&mw=348&mlid=CA3208F0913A468AB73449324F810CFB&hash=3348A5FA1B8E8D1D593F5698B66269B1DA72B2F3)
In RF-/STEEL EC3, sets of members are calculated according to the General Method (EN 1993-1-1, Cl. 6.3.4) together with the stability analysis. To do this, it is necessary to determine the correct support conditions for the equivalent structure with four degrees of freedom.
- 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)?
- 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?
- Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
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