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KB 001641 | Calculating Timber Panel Walls | 4. Wall Design
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Description
This article describes the design of timber panel walls due to generated horizontal loads.
Keywords
Dlubal Knowledge Base Timber panel Compression perpendicular to the grain Stand Buckling resistance OSB Dlubal KB Knowledge Base Technical Contribution
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Frequently Asked Questions (FAQ)
- I design timber components. The deformations of load combinations deviate from the manual calculation exactly by the factor of the material partial safety factor. Why?
- How can I run the RX‑TIMBER Frame plugin? I did not find it in the Add-on Modules menu nor in Project Navigator - Data.
- I have a question about the results of the serviceability limit state design: How is the increment of the dead load by the factor 1.8 and the imposed load by 1.48 explained in the result combinations for the SLS design?
- Where can I adjust the effective length lef according to Table 6.1 of Eurocode 5 in the TIMBER Pro add-on module?
- Is it possible to display more values for the stress distribution over the layers in RF‑LAMINATE?
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
- How can I design dowel-laminated timber (DLT) or nail-laminated timber (NLT) in RFEM?
- Which Dlubal Software programs can I use to calculate and design timber structures?
- How can I set the deformation coefficient kdef in the program?
- A rigid member should only be able to absorb tensile forces or only compressive forces. What are the options for considering these nonlinearities in the calculation?
