The video shows how to use the "Generate Load" function to automatically convert area loads into member loads. To do this, there are options to generate loads via a plane or cells.
Do you have any questions?
Product Feature
Length: 00:01:12 min
Product Feature
Length: 00:01:02 min
Length: 00:00:55 min
Length: 00:00:00 min
Length: 00:00:00 min
Length: 00:00:39 min
Length: 00:00:30 min
Length: 00:00:24 min
.png?mw=350&hash=2b3c6b830409842c3db88270a47a2da8c90ab0de)
In RFEM 5 and RSTAB 8, you can generate surface loads like wind and snow by means of the implemented load generator. On frameworks, these surface loads are also displayed as surface loads in the graphic by default.
With the "Convert Area Loads on Openings to Line Loads" function, you can automatically take into account, for example, wind loads applied on windows or other loads applied on non‑bearing structures not represented in the model in openings. You can access this function via "Tools" → "Generate Loads" → "From Area Loads on Openings...."
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.
.png?mw=350&hash=1c031608c18b5a867799b52552d26586745de8ac)
Area loads can be automatically converted into member loads. There are 2 options available for this:
- Generate Member Loads from Area Load via Plane
- Member loads from area loads via cells
Depending on the selected option, you either have to define a plane via corner nodes or select cells in the graphic. The area load can either be applied to the entire surface or only the effective or projected surface of the members.
Online Manual RFEM | Member Loads from Area Loads via Plane
Generating tools to enter parametric models such as frames, halls, trusses, spiral stairways, arcs, or roofs. In addition, many generators allow for the creation of load cases and loading resulting from weight, snow, and wind.
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).
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.
I am using the load generator "Convert Area Loads to Member Loads via Cells". What is the function of the "Nodes on virtual lines" feature?
I have generated member loads from area loads via planes horizontal to the plane of a multistory frame. Each cell contains a truss as a diagonal. Although the diagonal has been excluded from the load, the member load distribution is linear in different directions after being disconnected on both posts.What is the reason, and what should be done to apply the same member load on both posts?
Why do I get duplicated values for the load generation "Conversion of Area Load to Member Loads"?
How can I display the generated load as a member load without "disconnecting" the load?
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?
