The verification example compares wind load calculation of a flat-roof building using the standard EN 1991-1-4 and the CFD simulation in RWIND Simulation. The building is defined according to the sketch and the inflow velocity profile is taken according to the standard EN 1991-1-4.
Verification Example 000303 | 1
Number of Nodes | 8 |
Number of Lines | 12 |
Number of Surfaces | 6 |
Number of Solids | 1 |
Number of Load Cases | 2 |
Total Weight | 2025.000 tons |
Dimensions (Metric) | 10.000 x 13.500 x 6.000 m |
Dimensions (Imperial) | 32.81 x 44.29 x 19.69 feet |
Program Version | 5.22.00 |
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.
In the Concrete Design add-on for RFEM 6, 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 Tables 5.8 and 5.9).
When generating shear walls and deep beams, you can assign not only surfaces and cells, but also members.
In the Concrete Design add-on, you have the option to define an existing vertically oriented punching shear reinforcement. This is then taken into account in the punching shear design.
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.