Designing Cold-Formed Steel Sections According to Eurocode 3
Information about the Free Webinar
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07/23/2019
This webinar demonstrates how to design cold-formed steel sections according to EN 1993-1-3 and EN 1993-1-5 in RFEM, RSTAB, and SHAPE-THIN 9.
Recorded Webinar
Date | Time
Event Language
EnglishContent
Webinar | Designing Cold-Formed Steel Sections According to Eurocode 3
Time Schedule
| 0:00 | Introduction |
| 1:30 | Basics to determine the effective cross-section properties |
| 10:50 | Modeling general cold-formed sections in SHAPE-THIN 9 |
| 19:20 | Designing cold-formed sections in STEEL Cold-Formed Sections |
Presentation Model to Download
Below, under Models to Download, you can find the models used in the webinar. This will allow you to independently follow the webinar step by step with the provided models.Speakers
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.
Sonja von Bloh, M.Sc.
Product Engineering & Customer Support
Ms. von Bloh provides technical support for our customer and is responsible for the development of the SHAPE‑THIN program.
Keywords
Free online webinar RFEM RSTAB SHAPE-THIN 9 Cold-formed steel sections EC 3 Eurocode 3 1993-1-3 EN 1993-1-5
Downloads
Links
- Product Description | SHAPE-THIN - Thin-walled cross-sections
- Product Description | RF-/STEEL EC3 add-on module for RFEM/RSTAB
- Product Description | Module extension RF-/STEEL Cold-Formed Sections
- SHAPE-THIN Manual
- Steel Structural Analysis & Design Software
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Designing Local Transverse Forces According to EN 1993-1-3
The design of cold-rolled steel products is defined in EN 1993-1-3. When designing the ultimate limit states, it is also necessary to ensure that local transverse forces do not lead to compression, crippling of the web, or local buckling in the web of the sections.
- How do I apply wind load on members of open structures?
- Is it also possible to use RF‑/TOWER Loading without the other TOWER add-on modules?
- 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 have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- I encountered a sharing violation while importing a dxf file into SHAPE-THIN. What is the issue?
- How can I display membrane stresses in the results of RF‑STEEL Surfaces?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How is the automatic creation of c/t-parts carried out?
- I design a set of members by 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?
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