- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Design – Serviceability
- Free online training | Eurocode 2 | Dimensioning of concrete in accordance with PN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Design of Beam and Plate Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Design of Beam and Plate Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced concrete design - Serviceability
- Free online training | Eurocode 2 | Dimensioning of concrete in accordance with PN-EN 1992-1-1
- Eurocode 2 | Design of concrete structure
- Free online training | Eurocode 2 | Concrete design according to PN-EN 1992-1-1
- Free online training | Eurocode 2 | Concrete dimensioning according to PN-EN 1992-1-1
- Free Online Seminar | Eurocode 2 | Concrete dimensioning according to PN-EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete structures according to EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete structures according to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Design of Concrete Structure
- Eurocode 2 | Concrete Design According to PN-EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Design of Concrete Structures
- Free Training Eurocode 2 | Concrete Design According to PN-EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
Reinforced Concrete Building
Number of Nodes | 101 |
Number of Lines | 141 |
Number of Members | 8 |
Number of Surfaces | 16 |
Number of Load Cases | 5 |
Number of Load Combinations | 52 |
Number of Result Combinations | 4 |
Total Weight | 212.954 tons |
Dimensions | 47.7 x 37.85 x 19.81 feet |
Program Version | 5.21.01 |
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.
You can display the stress results within members by using clipping planes.
Various design parameters of the cross-sections can be adjusted in the serviceability limit state configuration. The applied cross-section condition for the deformation and crack width analysis can be controlled there.
For this, the following settings can be activated:
- Crack state calculated from associated load
- Crack state determined as an envelope from all SLS design situations
- Cracked state of cross-section - independent of load
In the "Deflection and Design Support" tab under "Edit Member", the members can be clearly segmented using optimized input windows. Depending on the supports, the deformation limits for cantilever beams or single-span beams are used automatically.
By defining the design support in the corresponding direction at the member start, member end, and intermediate nodes, the program automatically recognizes the segments and segment lengths to which the allowable deformation is related. It also automatically detects whether it is a beam or a cantilever due to the defined design supports. The manual assignment, as in the previous versions (RFEM 5), is no longer necessary.
The "User-Defined Lengths" option allows you to modify the reference lengths in the table. The corresponding segment length is always used by default. If the reference length deviates from the segment length (for example, in the case of curved members), it can be adjusted.
This feature also contributes to the clearly-arranged display of your results. Clipping planes are intersecting planes that you can place freely throughout the model. The zone in front of or behind the plane is consequently hidden in the display. This way, you can clearly and simply show the results in an intersection or a solid, for example.