Timber Arch Structure Design per NDS-2018 in RFEM
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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
Date
Event Language
EnglishContent
- Modeling, loading (ASCE 7-16), and analysis of a timber arch structure in RFEM
- Member design (NDS-2018) in RF-TIMBER AWC
- Consideration of curved glulam design
- Program printout report options available
Time Schedule
| 00:00 | Introduction |
| 04:32 | Modeling, loading, and analysis of arch timber structure in RFEM |
| 38:42 | Column design per NDS-2018 in RF-TIMBER AWC |
| 45:35 | Curved glulam member design |
| 56:40 | Printout report options |
| 1:03:14 | 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
Timber Timber Structural Analysis NDS NDS 2018 NDS-18 National design standard AWC American Wood Council Glued-laminated timber Curve Krümmung Stress ASD LRFD ASCE 7
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Frequently Asked Questions (FAQ)
- I design timber components. The deformations of load combinations deviate from the manual calculation exactly by the factor of the material partial safety factor. Why?
- How can I run the RX‑TIMBER Frame plugin? I did not find it in the Add-on Modules menu nor in Project Navigator - Data.
- I have a question about the results of the serviceability limit state design: How is the increment of the dead load by the factor 1.8 and the imposed load by 1.48 explained in the result combinations for the SLS design?
- Where can I adjust the effective length lef according to Table 6.1 of Eurocode 5 in the TIMBER Pro add-on module?
- Is it possible to display more values for the stress distribution over the layers in RF‑LAMINATE?
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
- How can I design dowel-laminated timber (DLT) or nail-laminated timber (NLT) in RFEM?
- Which Dlubal Software programs can I use to calculate and design timber structures?
- How can I set the deformation coefficient kdef in the program?
- A rigid member should only be able to absorb tensile forces or only compressive forces. What are the options for considering these nonlinearities in the calculation?
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