Cross-Laminated Timber Structure
Model to Download
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
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:
- 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?
- Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
- The protocol lacks information on the limit time for the assessment of fire resistance R in the RF-TIMBER Pro add-on module. Can this information be added to the report?
- How can I model a timber-concrete composite floor?
- I would like to convert the load from a surface load to a line load, that is, to apply it to the individual beams. How can I do this without using an auxiliary area?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
- Is it possible to set user-defined values when viewing solid stress results?
- When performing the fire resistance design with TIMBER Pro, I get the error 10001. How can I fix the error?
- I have selected all available members for design in RF-/TIMBER Pro. Why are tapered members not designed?