CSA S16:19 Steel Design in RFEM
Information about the Free Webinar
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07/23/2019
This webinar demonstrates steel member design workflow according to the CSA S16:19 in RFEM.
Recorded Webinar
Date | Time
Event Language
EnglishContent
CSA S16:19 Steel Design in RFEMThis webinar demonstrates steel member design workflow according to the CSA S16:19 in RFEM.
Time Schedule
| 00:00 | Introduction |
| 02:30 | Model and loading overview in RFEM |
| 13:05 | CSA S16:19 Annex O.2 stability requirements |
| 39:24 | Calculation and review of analysis results |
| 43:25 | Steel member design acc. to CSA S16:19 in RF-STEEL CSA |
| 1:03:45 | Conclusion |
Presentation Model to Download
Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.
Speaker
Amy Heilig, PE
CEO - USA Office
Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA office located in Philadelphia, PA. In addition, she provides sales and technical support and continues to aid in the development of Dlubal Software programs for the North American market.
Keywords
Free online webinar Steel Steel member CSA CSA S16 CSA S16:19 NBC NBC 2015 NBCC Stability Stiffness reduction Notional loads Imperfection P-Delta P-Δ
Downloads
Links
- RFEM Product website
- Steel Structural Analysis and Design Software
- RF-/STEEL CSA Add-on Module for RFEM/RSTAB
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New
Database of Foundation Templates
In RFEM 5 and RSTAB 8 in RF-/FOUNDATION Pro, the foundation dimensions for all five foundation types can be saved in a user-defined library with foundation templates and reused in other models.
Extended Display of Strains in RFEM
Display extended strains of members, surfaces and solids (e.g. important principal strains, equivalent total strains, etc.) in the Project Navigator - Results in RFEM as well as in Table 4.0.
For example, you can display governing plastic strains when performing the plastic design of connections with surface elements.
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- Is it also possible to subsequently deactivate the symbols for the FE mesh refinement in an existing graphic in a printout report?
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- SHAPE‑THIN calculates a very small shear area. Why?
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- In the RF‑/STEEL EC3 add-on module, I have selected two bracings with the same size as the shear panel type in the "Parameters" window for a beam to be designed. Thus, the beam should be supported laterally in the middle. Why is the eigenvector arbitrary anyhow?
- Why are some load cases displayed in red in RF‑STEEL EC3?
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