Cross-Laminated Timber Structure
Model to Download
Description
This model was used to show:
- the design of tension anchors using RF-LIMITS for a cross-laminated timber structure.
- defining the user-defined colors and textures for different structures in RF-LAMINATE.
Model Used in
- Knowledge Base 000758 | Design of tie rods of cross -laminated timber structures
- Knowledge Base 000799 | User-Defined Colours and Textures for Layer Compositions
- Video 002250 | KB 000758 | Design of tie rods of cross -laminated timber structures
- Video 002260 | KB 000799 | User-Defined Colours and Textures for Layer Compositions
Keywords
Anchoring Tension anchor Load capacity Wall structure Floor structure Display
Links
Write Comment...
Write Comment...
Disclaimer
You can download this structural analysis model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
![[ES] CP 001173 | CLT Residential Building in Girona, Spain](/-/media/Images/netgenium/thumbnails/2/9/8/2/8/2982880/2982880.png?la=en&mw=348&mlid=F12742A2C6E544AC85614ED7F32A13D9&hash=BC0CDFF73CFAAC0EAA8F8076B10F5BB5F3E957ED)
New
Design of tie rods of cross -laminated timber structures
Usually, the lifting forces acting on a structure, which are mostly resulting from the wind loads or a dynamic analysis, are transferred into the ground through ties.
- General stress analysis
- Graphical and numerical results of stresses and stress ratios fully integrated in RFEM
- Flexible design with different layer compositions
- High efficiency due to few entries required
- Flexibility due to detailed setting options for calculation basis and extent
- Based on the selected material model and the layers contained, a local overall stiffness matrix of the surface in RFEM is generated. The following material models are available:
- Orthotropic
- Isotropic
- User-defined
- Hybrid (for combinations of material models)
- Option to save frequently used layer structures in a database
- Determination of basic, shear and equivalent stresses
- In addition to the basic stresses, the required stresses according to DIN EN 1995-1-1 and the interaction of those stresses are available as results.
- Stress analysis for structural parts of almost any shape
- Equivalent stresses calculated according to different approaches:
- Shape modification hypothesis (von Mises)
- Maximum shear stress criterion (Tresca)
- Maximum principal stress criterion (Rankine)
- Principal strain criterion (Bach)
- Calculation of transversal shear stresses according to Mindlin, Kirchhoff, or user-defined specifications
- Serviceability limit state design by checking surface displacements
- User-defined specifications of limit deflections
- Possibility to consider layer coupling
- Detailed results of individual stress components and ratios in tables and graphics
- Results of stresses for each layer in the model
- Parts list of designed surfaces
- Possible coupling of layers entirely without shear
- Which Dlubal Software programs can I use to calculate and design timber structures?
- In RF-/TIMBER AWC and RF-/TIMBER CSA, I receive the error that says torsion limit exceeded. How do I bypass this error message?
- Why is the strength always reduced by the kmod value of 0.6 during the calculation in the RF‑LAMINATE add‑on module, although I have load combinations with variable loads?
- Can I consider a reduction of the stiffness according to the German regulation NCI NA.5.9 in TIMBER Pro?
- I have selected all available members for design in RF-/TIMBER Pro. Why are tapered members not designed?
- When performing the fire resistance design with TIMBER Pro, I get the error 10001. How can I fix the error?
- Is it possible to set user-defined values when viewing solid stress results?
- How are the signs for the release results of a line release and line hinges interpreted?
- How can I create a curved or arched section?
- Is it possible to design the support pressure or the compression perpendicular to the grain in RX‑TIMBER?
