Arched Timber Hall
Number of Nodes | 54 |
Number of Lines | 81 |
Number of Members | 81 |
Number of Surfaces | 0 |
Number of Solids | 0 |
Number of Load Cases | 3 |
Number of Load Combinations | 2 |
Number of Result Combinations | 0 |
Total Weight | 4.691 tons |
Dimensions (Metric) | 20.000 x 5.000 x 25.000 m |
Dimensions (Imperial) | 65.62 x 16.4 x 82.02 feet |
You can download this structural 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.
![Timber Design Support Definition | NDS](/en/webimage/033012/3350548/Image_1.png?mw=512&hash=e291c1e4af5953551bde5d9d71f599f36ae2e3f7)
![Tapered Timber Girder](/en/webimage/026239/3296160/1._The_Model.png?mw=512&hash=c10083e9da24ade1636f3a73bae2c6b1bef125b0)
![Timber Panel Wall Stiffnesses](/en/webimage/049956/3893282/49956.png?mw=512&hash=8dfc2b6d0af6ade74073e21655c6a73a34a77751)
![KB 001848 | Timber Column Design as per the 2018 NDS Standard in RFEM 6](/en/webimage/040983/3525158/Timber_Column_for_KB_1848.png?mw=512&hash=8767c3300658d77c253bb7ff632327937a04dd95)
![Feature 002615 | Cross-Laminated Timber Manufacturer Library for USA, Canada, and Switzerland](/en/webimage/040956/3625029/MicrosoftTeams-image_(3).png?mw=512&hash=4e74affa9ad0c7b703151c5085ac9b8e59171c23)
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.
![Feature 002633 | Transversal Compression Stiffening Elements for Design Supports](/en/webimage/041369/3589958/en_us_img.png?mw=512&hash=9fcc50f3b64f46da748c76cc28b27d160e88921d)
Did you know? In the Design Supports, you can now define fully threaded screws as transversal compression stiffening elements for the "Compression Perpendicular to Grain" design. In this case, the pressing-in and buckling of the bolts is analyzed.
Moreover, the design shear resistance is checked in the plane of the screw tip. The angle of dispersal can be considered as linear under 45° or nonlinear (according to Bejtka, I. (2005). Verstärkung von Bauteilen aus holz mit vollgewindeschrauben. KIT Scientific Publishing.).
![Feature 002606 | Design of Laminated Veneer Lumber (LVL) Members According to EN 1995-1-1](/en/webimage/040953/3523780/FSH.png?mw=512&hash=4b93111c74d74c6486e65b6aced8d59542e75cf0)
In RFEM and RSTAB, you can design members with the "Laminated Veneer Lumber" material type. The following manufacturers are available:
- Pollmeier (Baubuche)
- Metsä (Kerto LVL)
- STEICO
- Stora Enso
In the ultimate configuration, you can consider strength coefficients for increasing the strengths. The coefficients reducing the strengths are automatically taken into account regardless of this. Try it now!
Go to Explanatory Video![Feature 002582 | Result Sections on Surfaces in Timber Design](/en/webimage/039290/3487482/002582_EN.png?mw=512&hash=325eba464f73eb2cae085b7b5e25f120f67d8fdd)
You can graphically evaluate result sections for the timber surface design. This can be done in the RFEM graphic as well as in the result history window. The sections can be placed at any location in order to evaluate the design results in detail.