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A kindergarten, designed according to Building Information Modeling (BIM), is currently under construction in the Tyrolean municipality of Schwoich.
The digital 3D model accompanies the construction project from design to completion.
AGA-Bau-Planungs GmbH
www.agabau.at
Top: Physical Revit model, middle: Analytical Revit model, bottom: RFEM model (© AGA-Bau)
The digital 3D model accompanies the construction project from design to completion.
AGA-Bau-Planungs GmbH
www.agabau.at
Top: Physical Revit model, middle: Analytical Revit model, bottom: RFEM model (© AGA-Bau)
Timber Frame Structure
No Download Possible
Customer Project / View Only
| Number of Nodes | 311 |
| Number of Lines | 414 |
| Number of Members | 387 |
| Number of Surfaces | 3 |
| Number of Load Cases | 29 |
| Number of Load Combinations | 3 |
| Total Weight | 82.836 tons |
| Dimensions (Metric) | 28.673 x 27.955 x 7.055 m |
| Dimensions (Imperial) | 94.07 x 91.72 x 23.15 feet |
| Program Version | 5.16.01 |
Length: 03:03:00 min
Length: 02:50:31 min
Length: 00:00:58 min
Length: 00:01:02 min
Length: 00:00:34 min
Knowledge Base
Length: 00:00:56 min
General
Length: 00:02:32 min
Length: 00:01:15 min
Using the Timber Design add-on, timber column design is possible according to the 2018 NDS standard ASD method. Accurately calculating timber member compressive capacity and adjustment factors is important for safety considerations and design. The following article will verify the maximum critical buckling strength calculated by the Timber Design add-on using step-by-step analytical equations as per the NDS 2018 standard including the compressive adjustment factors, adjusted compressive design value, and final design ratio.
In this article, the adequacy of a 2x4 dimension lumber subject to combined biaxial bending and axial compression is verified using the RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.
In RFEM 5 as well as RSTAB 8 in RF-/FOUNDATION Pro, you can save the foundation dimensions for all five foundation types as foundation templates in a user-defined database and use them later in other models.
In RF-/FOUNDATION Pro, the foundation design requires the definition of the corresponding loading (load cases, load combinations, or result combinations) for different design situations (STR, GEO, UPL, or EQU).
In RFEM, the oriented strand board (OSB) material is available for the USA and Canada. The material parameters are taken from the "Panel Design Specification manual".
Using the "Beam Panel" thickness type, you can model timber panel elements in 3D space. Simply specify the surface geometry and the timber panel elements are automatically generated using an internal member-surface construct, including the element connection stiffness. The Beam Panel thickness type is defined using the Multilayer Surfaces add-on.
A "beam panel" provides you with the following advantages:
- Single-sided or double-sided sheathing
- Automatic calculation of a semi-rigid coupling between studs and sheathing
- Nailed sheathing connection
- Stapled sheathing connection
- User-defined sheathing connection
- Representation as a complete geometric 3D object (frame, studs, surface, etc.), including eccentricity and automatically calculated stiffness between elements
- Consider openings via surface cells
- Design of the individual structural elements utilizing the Timber Design add-on (full shear wall design planned for a future release)
- Other material options available (e.g., particle board, gypsum, or fiberboard sheathing with cold-formed steel sections)
You have the option to perform the fire resistance design of surfaces using the reduced cross-section method. The reduction is applied over the surface thickness. It is possible to perform the design checks for all timber materials allowed for the design.
For cross-laminated timber, depending on the type of adhesive, you can select whether it is possible for individual carbonized layer parts to fall off, and whether you can expect increased charring in certain layer areas.
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Among others, the following cross-laminated timber manufacturers are available in the layer structure library:
- Binderholz (USA)
- KLH (USA, CAN)
- Kalesnikoff (USA, CAN)
- Nordic Structures (USA, CAN)
- Mercer Mass Timber
- SmartLam
- Sterling Structural
- Superstructures listed in Lignatec Edition 32 "Cross-Laminated Timber of Swiss Production"
By importing a structure from the layer structure library, all relevant parameters are adopted automatically. The library is continually updated.
How can I display the internal forces in the global coordinate system and not in the principal coordinate system of the cross-section?
How do I display some results of all load cases in the printout report, but other results of selected load cases only?
I have a model of a timber building, which I have transferred from Scia Engineer and adapted into the RFEM program. The models should be the same; however, it can only be calculated in Scia Engineer, while RFEM reports singularity. How do I edit the model to analyze it in RFEM?
How can I model a timber-concrete composite floor?
Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
Is it possible to transfer properties, such as the cross-section, or the surface thickness as well as the material of a surface, of an existing element to a new element?
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