Timber Beam Ceiling
Model to Download
Description
RFEM model of a timber beam ceiling.
Model Used in
- Event 002486 |
- Event 002525 | Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Event 002526 | Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Video 000091 | RFEM 5 Tutorial for Students | 011 Load Generation and Load Combinations
- Video 000090 | RFEM 5 Tutorial for Students | 012 Sets of Members, Timber Design, and Cross-Section Optimization
- Video 001467 | Invitation to Online Training "Timber Structures Eurocode 5"
Keywords
Timber beam ceiling Combinations Eurocode 0 Eurocode 5 Timber design
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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.
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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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- How can I efficiently define line hinges on several surfaces?
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