Timber Hall Structure
Model to Download
Description
Example of a Timber Structure
Keywords
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- Views 339x
- Downloads 33x
- Updated 09/09/2022
- Number of Nodes 46
- Number of Lines 67
- Number of Members 67
- Number of Surfaces 0
- Number of Solids 0
- Number of Load Cases 5
- Number of Load Combinations 39
- Number of Result Combinations 0
- Total Weight 5,883 t
- Dimensions 49,21 x 19,1 x 49,21 feet
Disclaimer
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.
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How can I neglect torsion in the steel and timber design?
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The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
![Visualization of Sports Hall (© [pfitzner moorkens] architects)](/-/media/Images/website/img/030001-040000/033901-034000/033955.jpg?la=en-US&mw=250&mlid=C813851CC4FC4B02A0F981BCED7150E6&hash=92913AAD70DE3A9B8CD886E661993AC3FA0F86E0)
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