.svg?mw=64&hash=343d71fbdf234f1411db2920f2dff33c0dbd6231)
Model 5504 consists of a slender reinforced concrete column, which is subjected to a stability analysis according to the General Method of DIN EN 1992-1-1 (EC2). The stability analysis is conducted considering nonlinear effects to ensure the load-bearing capacity of the compression member in the ultimate limit state (ULS). This analysis is crucial for the design of slender columns in construction practice.
Stability Design of Slender Reinforced Concrete Column According to EC 2
| Anzahl Knoten | 3 |
| Anzahl Linien | 2 |
| Anzahl Stäbe | 2 |
| Anzahl Flächen | 0 |
| Anzahl Volumenkörper | 0 |
| Anzahl Lastfälle | 4 |
| Anzahl Lastkombinationen | 2 |
| Anzahl Ergebniskombinationen | 0 |
| Gesamtgewicht | 2,790 t |
| Abmessungen | 0,100 x 6,200 x 0,000 m |
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.