This model provides an example of punching shear design using RFEM 6 in accordance with the ACI 318-19 and CSA A23.3:19 standards. It focuses particularly on the continuation of shear analysis, demonstrating Part II of the methodology. This example serves as an educational tool for understanding complex shear interactions in structural components under specific design codes.
Punching Shear Article II Example
| Number of Nodes | 6 |
| Number of Lines | 5 |
| Number of Members | 1 |
| Number of Surfaces | 1 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 2 |
| Number of Result Combinations | 0 |
| Total Weight | 17.218 tons |
| Dimensions (Metric) | 3.048 x 3.048 x 3.048 m |
| Dimensions (Imperial) | 10 x 10 x 10 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.