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NDS 2018 Timber Member Design in RFEM 6
Video
First Steps with RFEM
Description
This webinar will provide an introduction to timber member design acc. to the NDS 2018 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
Keywords
Free webinar Timber Wood NDS NDS 2018 Mass timber Glulam Tapered
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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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Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- How can I carry out case-related design for different load situations?
- How can I modify the lamella thickness for a glulam section in RFEM 6?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
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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)?
- 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?
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- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
