NDS 2018 Timber Member Design in RFEM 6
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Recorded Webinar
Date | Time
Event Language
EnglishContent
Free Webinar | NDS 2018 Timber Member Design in RFEM 6
Time Schedule
| 00:00 | Introduction |
| 01:47 | Example 1 timber member modeling |
| 20:30 | Loading, design situations, and load combinations |
| 31:35 | Member design input data |
| 45:51 | Analysis and design results review |
| 51:05 | Example 2 design support data input |
| 1:01:02 | Analysis and design results review |
| 1:03:10 | Conclusion |
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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 webinar Timber Wood NDS NDS 2018 Mass timber Glulam Tapered
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New
Saving Models as Blocks in RFEM 6
In RFEM 6 it is possible to save selected objects, as well as whole structures, as blocks and reuse them in other models. Three types of blocks can be distinguished: non-parameterized, parameterized, and dynamic blocks (via JavaScript). This article will focus on the first block type (non-parameterized).
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Timber Design | Strength and Stability | Results
After the design, the performed design checks are displayed in a table. All result details can be displayed and retraced using the clearly arranged design formulas.
The design checks are carried out at all governing locations of the members and displayed graphically as a result diagram. Furthermore, there are the detailed graphics, such as the stress distribution on a cross-section or the governing mode shape, available in the result output.
All input and result data are part of the RFEM/RSTAB printout report. You can select the report contents and extent specifically for the individual designs.
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How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- 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)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- How can I neglect torsion in the steel and timber design?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How does the "Orthotropic Plastic" material model work in RFEM?
- 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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