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Round Timber Hall
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RSTAB model of a round timber structure.
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Knowledge Base Articles
Lateral-Torsional Buckling in Timber Construction: Theory
Slender bending beams with a large h/w ratio and loaded parallel to the minor axis tend to have stability issues.Screenshots
Product Features Articles
Material Database with Steels According to the Australian Standard AS/NZS 4600:2005
The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.Frequently Asked Questions (FAQ)
- Can I change the cutting angle for the "Main member only" joint type?
- According to DIN EN 1995‑1‑1/NA, the crack factor kcr may be increased by 30% for softwood in the areas that are at least 1.50 m from the timber grain plane. How is it possible to apply this in RF‑/TIMBER Pro?
- How can I control an overpressed joint in the ridge?
- Which cross-sections can I design in the RF‑/TIMBER Pro add-on module?
- Is it possible to import effective lengths from RF‑STABILITY or RSBUCK in RF‑/TIMBER Pro?
- Can I use RFEM to calculate a log house three-dimensionally?
- How do I consider slip of a connection in cross-laminated timber structures?
- How can I consider downstand beams in cross-laminated timber structures?
- In the case of compound timber cross-sections, it is possible to consider the "gamma" factor. How can I determine it?
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Is it possible to optimize cross-sections in RF-/TIMBER Pro?
