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As the geothermal energy market is continuously increasing, the German company BAUER Maschinen GmbH has developed a new deep drilling rig, while Dlubal customer Ing.-Büro H.-U. Möller was in charge of the plant's structural analysis. The system is used to make borings reaching to a depth of 22,965 ft in the area of geothermal energy, oil, or gas.
In addition, it is possible to extend existing drillings using modern drilling technology. The drill rig was built in Germany and distributed worldwide.
Ing.- Büro H.-U. Möller Minden, Germany
www.hum-minden.de
Deformed and undeformed model of deep drilling rig in RSTAB (© IB H. - U. Möller)
In addition, it is possible to extend existing drillings using modern drilling technology. The drill rig was built in Germany and distributed worldwide.
Ing.- Büro H.-U. Möller Minden, Germany
www.hum-minden.de
Deformed and undeformed model of deep drilling rig in RSTAB (© IB H. - U. Möller)
Deep Drilling Rig
No Download Possible
Customer Project / View Only
| Number of Nodes | 591 |
| Number of Members | 1168 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 4 |
| Total Weight | 171.020 tons |
| Dimensions (Metric) | 50.275 x 12.000 x 15.477 m |
| Dimensions (Imperial) | 164.94 x 39.37 x 50.78 feet |
| Program Version | 7.04.46 |
Length: 00:00:22 min
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Length: 00:08:02 min
Knowledge Base
Length: 00:00:47 min
Length: 00:02:14 min
Length: 00:00:13 min
Product Feature
Length: 00:00:29 min
Product Feature
Length: 00:00:26 min
Length: 00:00:10 min
Length: 00:00:14 min
www.hum-minden.de_LI.jpg?mw=350&hash=41191ecead6736f19078c28fb58b9835c31cd633)
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.
For design objects, you can optionally display sags or extreme results.
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.
How is it possible to consider the real cross-section geometry of member elements in RWIND Simulation?
How is it possible to enter the values for skin friction and pile end resistance when displaying bored piles for the design of member elastic foundations in the program?
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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