Housing Unit with CLT Structure
Model to Download
Description
Housing Unit with CLT Structure in Seville, Spain
Master Thesis of Jesús Infantes
Model Used in
Keywords
Timber building CLT Cross-laminated timber Dynamic vibration study Buckling analysis
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- Views 477x
- Downloads 52x
- Updated 11/22/2022
- Number of Nodes 620
- Number of Lines 878
- Number of Surfaces 174
- Number of Load Cases 7
- Number of Load Combinations 3
- Number of Result Combinations 72
- Self-Weight 197.866 t
- Dimensions: 414.4 x 573.72 x 32.28 feet
- Program Version 5.26.02.159364
Disclaimer
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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The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
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