- 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
- 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
- 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
Hall with Membrane Roof
Number of Nodes | 129 |
Number of Lines | 199 |
Number of Members | 195 |
Number of Surfaces | 26 |
Number of Solids | 0 |
Number of Load Cases | 3 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 136.247 tons |
Dimensions | 57.41 x 26.17 x 98.43 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.
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
Using the "Beam Panel" thickness type, you can model timber panel elements in 3D space. You just specify the surface geometry and the timber panel elements are generated using an internal member-surface construct, including the simulation of the connection flexibility.
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.
The Concrete Design add-on provides you with the option to perform the simplified fire resistance design according to EN 1992‑1‑2 for columns (Section 5.3.2) and beams (Section 5.6).
The following design checks are available for the simplified fire resistance design:
- Columns: Minimum cross-sectional dimensions for rectangular and circular sections according to Table 5.2a as well as Equation 5.7 for calculating time of fire exposure
- Beams: Minimum dimensions and center distances according to Table 5.5 and Table 5.6
You can determine the internal forces for the fire resistance design according to two methods.
- 1 Here, the internal forces of the accidental design situation are included directly into the design.
- 2 The internal forces of the design at normal temperature are reduced by the factor Eta,fi (ηfi), then used in the fire resistance design.
Furthermore, it is possible to modify the axis distance according to Eq. 5.5.