1498x

2019-08-29

Question

I use Microsoft Word for the documentation of my structural analysis.
For this, I use the "Print Graphic" → "Save to Clipboard" option in RFEM or RSTAB, and import the graphics into Word using Ctrl+V.
However, after I successfully inserted some images, nothing more is happening.
What is the reason for this, and how can I avoid it?

Answer:

This problem is not caused by RFEM or RSTAB, but by the clipboard capacity of Word.
When printing the graphics to the clipboard, a maximum resolution of 4000 × 4000 pixels is possible. The maximum image dimension (that is, the height or width) is governing and the smaller side dimension is scaled down.
Thus, if there is a nearly square graphic that is then to be saved with the maximum resolution, the result is a file size of 4000*4000*3 = 48,000,000 bytes = 48 MB.
In general, Word can "remember" up to 24 elements in the clipboard.
Thus, the clipboard capacity of Word can be reached quickly, and the other images are no longer recorded.
In order to insert further graphics into Word, it should be closed and restarted.

Clipboard Capacity

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Events

2024-04-30

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$Steel Structures in RFEM 6 \n Part 1: Modeling, Load Input$

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$Steel Structures in RFEM 6 \n Part 2: Combinations, Design, Documentation$

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KB 001264 | 2018 NDS Timber Column Design in RFEM 6

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Collapse Simulation | RFEM 6 | Blender #Shorts

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Dynamic Analysis - Dlubal Solutions

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Playlist

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KB 001848 | Timber Column Design as per the 2018 NDS Standard in RFEM 6

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Knowledge Base Articles

KB 001879 | Influence of Bending Stiffness of Cables

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.

Screenshots

Product Features

Export RFEM or RSTAB Models to *.glb or *.glTF Format

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 these instructions (as on the Dlubal website Models to Download).

Activation of Camera Flight Mode in RFEM

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.

"Update only Materials, Thicknesses, and Cross-Sections" Export Option

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.