Timber Arch Structure Design per NDS-2018 in RFEM
Free Online Webinar
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
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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New
Timber Member Compression Perpendicular to the Grain acc. to NDS 2018 and CSA O86:19
A standard scenario in timber member construction is the ability to connect smaller members by means of bearing on a larger girder member. Additionally, member end conditions may include a similar situation where the beam is bearing on a support type. In either scenario, the beam must be designed to consider the bearing capacity perpendicular to the grain according to the NDS 2018 (Sect. 3.10.2) and the CSA O86:19 (Clause 6.5.6 and 7.5.9). In the new generation RFEM 6 and Timber Design add-on, the added feature 'design supports' now allows users to comply with the NDS and CSA bearing perpendicular to the grain design checks.
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