Reinforced Concrete Parking Garage
Number of Nodes | 229 |
Number of Lines | 226 |
Number of Members | 78 |
Number of Surfaces | 28 |
Number of Solids | 0 |
Number of Load Cases | 4 |
Number of Load Combinations | 8 |
Number of Result Combinations | 1 |
Total Weight | 1636.973 tons |
Dimensions (Metric) | 40.725 x 9.000 x 18.250 m |
Dimensions (Imperial) | 133.61 x 29.53 x 59.88 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.
![Biaxial Load Eccentricities in Cross-Section](/en/webimage/008899/600689/KB_1577_01_EN.png?mw=512&hash=ccbb3f8d22edc32d9267ae8ca4667a875efc8c0e)
![Layer Model in RF-CONCRETE NL](/en/webimage/008910/589250/KB_1574_01-en.png?mw=512&hash=a72fd19ceac0836b2285f55846f4f64d1c90f4eb)
![Settings for Deformation Analysis with RF-CONCRETE Deflect](/en/webimage/009023/2416333/01-en-png.png?mw=512&hash=e5b08a40fd9a5a16825be6182b3138f78627561e)
![Exemplary Display of Singularity and Countermeasure](/en/webimage/009295/2417970/01-en-png.png?mw=512&hash=e5b08a40fd9a5a16825be6182b3138f78627561e)
![Transfer of Reinforcement from RFEM/RSTAB (Top) to Revit (Bottom)](/en/webimage/006834/526064/Dlubal-Revit.png?mw=512&hash=9a92302ba8b440403caf2f68050db6dc529c1eb1)
The reinforcement proposal from RF-/CONCRETE Members can be exported to Revit. The rectangular and circular cross-sections are currently supported.
The reinforcement bars can be modified retroactively in Revit.
Surface reinforcements defined in the RF-CONCRETE Surfaces add-on module can be exported to Revit as reinforcement objects via the direct interface. To do this, you can optionally select surface, rectangular, polygon, and circular reinforcement areas in RF-CONCRETE Surfaces. In addition to bar reinforcement, it is possible to export mesh reinforcement.
![RF-CONCRETE Members - 1.1 General Data](/en/webimage/007058/1590417/000114-en-png-png.png?mw=512&hash=825487d16aec481aa5abe2e3cd9742aab992ed7e)
- Free definition of two or three reinforcement layers in the ultimate limit state
- Vectorial representation of the main stress directions of internal forces allowing optimal orientation adjustment of the third reinforcement layer to the actions
- Design alternatives to avoid compression or shear reinforcement
- Design of surfaces as deep beams (theory of membranes)
- Option to define basic reinforcements for top and bottom reinforcement layers
- Definition of designed reinforcement for serviceability limit state design
- Result output in points of any selected grid
- Optional extension of the module with nonlinear deformation analysis. The calculation is performed in RF‑CONCRETE Deflect by reducing the stiffness according to the standard, or in RF‑CONCRETE NL by the general nonlinear calculation determining the stiffness reduction in an iterative process.
- Design with design moments at column edges
- Precise breakdown of reasons for failed design
- Design details of all design locations for better traceability of reinforcement determination
- Export of isolines for the longitudinal reinforcement in a DXF file for further use in CAD programs as a basis for reinforcement drawings
![Feature 002828 | Fire Design of Slabs and Walls According to Simplified Table Method](/en/webimage/050837/3925042/50837.png?mw=512&hash=b06639a36ab8b62ab6d08e08552a5ec274469a37)
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).