Download the model of a timber hall on a reinforced concrete base plate here, and open it with the FEA software RFEM.
This model is used in the free webinar "Documentation of Results in RFEM Printout Report" presented on August 25, 2020 (in English, on August 18, 2020, in German).
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Design According to EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Documenting Results in the RFEM Printout Report
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber structures according to EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Online Introductory Training RFEM - KTH Royal Institute of Technology
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Free Eurocode 5 Training | Design of Timber Structures According to PN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Documenting Results in the RFEM Printout Report
Timber Hall on Reinforced Concrete Base Plate
Number of Nodes | 140 |
Number of Lines | 132 |
Number of Members | 91 |
Number of Surfaces | 1 |
Number of Solids | 0 |
Number of Load Cases | 8 |
Number of Load Combinations | 118 |
Number of Result Combinations | 4 |
Total Weight | 200.069 tons |
Dimensions (Metric) | 26,000 x 4,200 x 15,000 m |
Dimensions (Imperial) | 85.3 x 13.78 x 49.21 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.
![Design Groups](/en/webimage/010167/3073867/01-en_Design_Check_Groups.png?mw=512&hash=523de14b5542e32e019c2c962870fcca1b74a907)
![Schematic Sketches for Snow and Wind Loads in Printout Report](/en/webimage/009958/2421595/01-en-png-png.png?mw=512&hash=6ca63b32e8ca5da057de21c4f204d41103e6fe20)
![Immediate Refreshing of Printout Report](/en/webimage/010006/2422003/01-en-png-png.png?mw=512&hash=6ca63b32e8ca5da057de21c4f204d41103e6fe20)
![Timber Panel Wall Stiffnesses](/en/webimage/049956/3893282/49956.png?mw=512&hash=8dfc2b6d0af6ade74073e21655c6a73a34a77751)
![Selection in Printout Report](/en/webimage/007054/1286567/7-de.png?mw=512&hash=376554f4bdd9843558cda2f46c272907f83bae67)
The extent of a printout report can be individually adjusted by means of selection criteria. You can create printout templates based on already existing printouts and reuse them globally for all design projects. In the case of graphical print presentations, there is the option of title boxes.
![Activation of Camera Flight Mode in RFEM](/en/webimage/007231/1773731/Kamera-Flugmodus.png?mw=512&hash=bfe40bd5994b64cf3b32c3ec1894bde55d8396b8)
With the Camera Fly Mode view option, you can fly through your RFEM and RSTAB structure. Control the direction and speed of the flight with your keyboard. Additionally, you can save the flight through your structure as a video.
![Defining Load Eccentricity for Uniform Member Load](/en/webimage/006848/1585470/1-en-us-png.png?mw=512&hash=5b100bb1bdececb35d942f4f843827e0bc899c6f)
You can define eccentricities for member loads of the load type 'Force'. You can apply the load eccentricities by means of an absolute or relative offset.
We recommend using the large deformation analysis to consider all effects of eccentric loads.
![Feature 002828 | Fire Design of Slabs and Walls According to Simplified Table Method](/en/webimage/050837/3925042/50837.png?mw=512&hash=b06639a36ab8b62ab6d08e08552a5ec274469a37)
In Concrete Design Add-on for RFEM 6 / RSTAB 9 you can perform the fire design of reinforced concrete slabs and walls according to the simplified table method (EN 1992‑1‑2, Section 5.4.2 and Table 5.8 and 5.9).