Model used to demonstrate the design of deep beams in RFEM 6.
Deep Beam
Number of Nodes | 24 |
Number of Lines | 20 |
Number of Members | 4 |
Number of Surfaces | 4 |
Number of Solids | 0 |
Number of Load Cases | 1 |
Number of Load Combinations | 1 |
Number of Result Combinations | 0 |
Total Weight | 356.250 tons |
Dimensions (Metric) | 25.000 x 12.000 x 0.000 m |
Dimensions (Imperial) | 82.02 x 39.37 x 0 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.
![KB 001838 | Design of Ribs, Folded Plate Structures, and Surfaces Using Result Members](/en/webimage/040082/3506350/01EN.png?mw=512&hash=86813cae60e73937d4f339565433a968e198c803)
![Axial Force Distribution (nx)](/en/webimage/028451/3231096/1_final_en.png?mw=512&hash=9d88d70fd6a4c7199e2d209d9d81d76f5bfef2f4)
![Member Set of Interest](/en/webimage/028180/3224752/1_en.png?mw=512&hash=fd421b3f2c85d04e163841c3e5995f948391dd20)
![Critical Perimeter Around Column Considering One Opening](/en/webimage/027065/3205406/Image_1.png?mw=512&hash=e291c1e4af5953551bde5d9d71f599f36ae2e3f7)
![Feature 002443 | Control of Crack Condition for Deformation and Crack Width Analysis](/en/webimage/032308/3333735/crackstate_EN.jpg?mw=512&hash=7a751769b3bfd152da28f9c235b662fe4a66d28f)
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
![Feature 002828 | Fire Design of Slabs and Walls According to Simplified Table Method](/en/webimage/050837/3925042/50837.png?mw=512&hash=b06639a36ab8b62ab6d08e08552a5ec274469a37)
In Concrete Design Add-on for RFEM 6 / RSTAB 9 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 Table 5.8 and 5.9).
![Feature 002826 | Punching Shear Reinforcement](/en/webimage/050658/3936123/50658.png?mw=512&hash=ae20d4ca78cdf203a2c2d3ccbb7daa0f324da77a)
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.
![Feature 002801 | Punching Shear Design for All Section Shapes](/en/webimage/048276/3861250/2024-05-01_15-05-25.png?mw=512&hash=7732dd7fd2a19d53a9f6f77a35896a7c3676cff2)
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.