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Not all structural elements of a real building are included in a structural model.
This model is an example of the generation of member loads from free line loads.
The pipeline should be positioned on a steel frame in this case. The load of the beam would be transferred as concentrated loads on the beam below. To avoid having to manually divide the corresponding components of the load, you can find the "From Free Line Load" load generator under "Tools" → "Generate Loads".
Model Used in
Steel Frame with Pipe Load
| Number of Nodes | 30 |
| Number of Members | 44 |
| Number of Load Cases | 1 |
| Total Weight | 31.371 tons |
| Dimensions (Metric) | 26.500 x 33.000 x 0.500 m |
| Dimensions (Imperial) | 86.94 x 108.27 x 1.64 feet |
| Program Version | 8.02.00 |
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.
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Not all structural elements of a real building are included in a structural model. As an example, we can look at a pipe that runs along a steel girder frame.
The load generators in RFEM and RSTAB, used to convert area loads to member loads automatically, require cells that are almost even. In the case of arc‑like structures, the cells often cannot be recognized automatically.
When generating member loads via plane, the program generates cells internally. These cells significantly influence the created member loads.
In RFEM 5 and RSTAB 8, it is possible to consider the roof overhang when generating the loads automatically.
- Numerous component types, such as base and end plates, web angles, fin plates, gusset plates, stiffeners, tapers, or ribs for easy input of typical connection situations
- Universally applicable basic components (such as plates, welds, bolts, auxiliary planes) for modeling complex connection situations
- Graphical display of the connection geometry with dynamic updating during the input
- Wide range of cross-section shapes: I-sections, U-sections, angles, T-sections, hollow sections, built-up cross-sections and thin-walled sections
- Library in the Dlubal Center with a large number of program-side template connections, including user-defined templates
- Automatic adaptation of the connection geometry based on the relative arrangement of the components to each other – even in case of subsequent editing of the structural components
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
How can I consider continuity effects in load generators?
Why do I get duplicated values for the load generation "Conversion of Area Load to Member Loads"?
Does load generation also work for curved members?
I am using the load generator to apply a load on two members that are connected to each other at an angle. Why are the load values on the member ends not the same?
What is the component-based finite element method (CBFEM)?
Is it possible to perform stability analysis according to EN 1993‑1‑1 in RSECTION 1?
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