The model presents a detailed panel-beam system focusing on the interaction between panels and beams. The repeated representation highlights the fundamental interaction of the structural elements. The linked image (https://www.dlubal.com/en/img/13170) shows a technical illustration visualizing geometric configurations and possible stress areas. The image supports the analysis of load transfer mechanisms and structural optimization. The precise representation enables a well-founded assessment of the connection points.
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Plate-Member System Analysis
| Number of Nodes | 18 |
| Number of Lines | 18 |
| Number of Members | 8 |
| Number of Surfaces | 2 |
| Number of Load Cases | 1 |
| Total Weight | 22,200 t |
| Dimensions (Metric) | 14.500 x 0.244 x 5.122 m |
| Dimensions (Imperial) | 47.57 x 0.8 x 16.8 feet |
| Program Version | 5.13.01 |
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.
Duration: 01:19:08 min
Duration: 01:06:17 min
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Duration: 00:08:02 min
Knowledge Base
Duration: 00:00:47 min
Duration: 00:02:14 min
Duration: 00:00:13 min
Product Feature
Duration: 00:00:29 min
Product Feature
Duration: 00:00:26 min
Duration: 00:00:10 min
This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.
Using the Timber Design add-on, timber column design is possible according to the 2018 NDS standard ASD method. Accurately calculating timber member compressive capacity and adjustment factors is important for safety considerations and design. The following article will verify the maximum critical buckling strength calculated by the Timber Design add-on using step-by-step analytical equations as per the NDS 2018 standard including the compressive adjustment factors, adjusted compressive design value, and final design ratio.
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters. To do this, select the cross‑section to be modified in the cross‑section library and click the [Parametric Input...] button.
In this article, the adequacy of a 2x4 dimension lumber subject to combined biaxial bending and axial compression is verified using the RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.
RFEM and RSTAB models can be saved as 3D glTF models (*.glb and *.glTF formats). View the models in 3D in detail with a 3D viewer from Google or Babylon. Take your VR glasses, such as Oculus, to "walk" through the structure.
You can integrate the 3D glTF models into your own websites using JavaScript according to the instructions (as on the Dlubal website Models to Download): "Easily display interactive 3D models on the web & in AR" .
With the Camera Fly Mode view option, you can fly through your RFEM and RSTAB structure. Control the direction and speed of the flight with your keyboard. Additionally, you can save the flight through your structure as a video.
The direct interface with Revit allows you to update the Revit model according to the changes you have made in RFEM or RSTAB. Depending on the modification, the Revit objects may have to be regenerated (deleting the object and subsequent regeneration). The regeneration is performed on the basis of the RFEM/RSTAB model.
If you want to avoid this regeneration, activate the check box 'Update only materials, thicknesses, and sections'. In this case, only the properties of the objects will be adjusted. Changes different from those in material, surface thickness, and section are, however, not considered in this case.
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.
For my NVIDIA graphics card, I need to select between a driver from the "Production Branch" and a "New Feature Branch." Which driver is best suited for RFEM/RSTAB?
Why do the min/max values of the total displacement not match the deformations when working with result combinations?
Can I display node coordinates in my model?
Can I use SHAPE-THIN 9 in combination with RSTAB 8?
Has the RF-TOWER add-on module for RFEM 5 already been added to RFEM 6?
Where can I find my customer number in RFEM or RSTAB?
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