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 | 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.
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.
- Design of five types of seismic force-resisting systems (SFRS) includes Special Moment Frame (SMF), Intermediate Moment Frame (IMF), Ordinary Moment Frame (OMF), Ordinary Concentrically Braced Frame (OCBF), and Special Concentrically Braced Frame (SCBF)
- Ductility check of the width-to thickness ratios for webs and flanges
- Calculation of the required strength and stiffness for stability bracing of beams
- Calculation of the maximum spacing for stability bracing of beams
- Calculation of the required strength at hinge locations for stability bracing of beams
- Calculation of the column required strength with the option to neglect all bending moments, shear, and torsion for overstrength limit state
- Design check of column and brace slenderness ratios
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