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 | 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.
The results for members can be displayed graphically, using the Member Hinges navigator category. The numerical results of member hinges can be found in the Results by Member table category. The Member Hinge Deformations and Member Hinge Forces tables are available for the analysis and documentation of the deformation and force results in the area of member hinges.
The table lists the deformations and forces of each member for the locations specified in the Results Table Manager. There, you can also control which extreme values are displayed.
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
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.
For a response spectrum analysis of building models, you can display the sensitivity coefficients for the horizontal directions by story.
These key figures allow you to interpret the sensitivity to stability effects.