Plate and Shell Modeling in RFEM - Part 1
Free Online Seminar
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Recorded Webinar
Date
Event Language
EnglishContent
- Introduction to RFEM and RF-LAMINATE add-on module
- Analysis of CLT structure
- Design of CLT structure per CSA O86:14
- Tips for optimal modeling
Time Schedule
00:00 | Introduction |
01:49 | Review of initial structure geometry and loading in RFEM |
08:45 | CLT input data in RF-LAMINATE |
29:18 | Application of "line releases" and "line hinges" |
42:05 | Analysis and design of CLT panels according to CSA O86:14 |
45:55 | Addressing FEA singularities with "FE mesh refinements" and "average regions" |
54:58 | Review of additional results including members and joints |
58:32 | Conclusion |
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
CSA CSA O86 CSA O86:14 Wood design Tmber design CLT Cross-laminated timber Cross laminated timber design Finite element Finite element analysis FEA
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Load Combinations in Timber Structures for European and American Timber Standards
In addition to determining loads, some particularities concerning the load combinatorics in timber design have to be considered.
New
Timber Design | Strength and Stability | Cross-Section Resistance Features
- Design of tension, compression, bending, shear, torsion, and combined internal forces
- Consideration of a notch
- Support pressure design for the internal and external supports
- Design of curved and tapered members
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- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
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- How can I neglect torsion in the steel and timber design?
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- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How can I display the internal forces in the global coordinate system and not in the principal coordinate system of the cross-section?
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
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