Download the model of a multi-story reinforced concrete building here, and open it with the FEA software RFEM.
This model is used in the free webinar "Seismic Analysis According to Eurocode 8 in RFEM 6 and RSTAB 9" on November 2, 2021 (in English; on November 30, 2021 in German).
- Seismic Design According to Eurocode 8 in RFEM 6 and RSTAB 9 | 02.12.2021
- Using Building Model Add-on in RFEM 6 to Display Story Actions, Interstory Drifts, and Forces in Shear Walls
- Modal Analysis in RFEM 6 Using Practical Example
- Determination of Sensitivity Coefficient to Investigate Need for Second-Order Analysis in Dynamic Analyses
- Structural Analysis and Design Software for Concrete Structures | RFEM 6 & RSTAB 9 by Dlubal Software
- Merry Christmas 2021
- Multilingual program operation in RFEM 6/RSTAB 9
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Multi-Story Reinforced Concrete Building
Number of Nodes | 258 |
Number of Lines | 281 |
Number of Members | 121 |
Number of Surfaces | 53 |
Number of Solids | 0 |
Number of Load Cases | 7 |
Number of Load Combinations | 1 |
Number of Result Combinations | 2 |
Total Weight | 2733.234 tons |
Dimensions (Metric) | 21.000 x 28.000 x 26.000 m |
Dimensions (Imperial) | 68.9 x 91.86 x 85.3 feet |
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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Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.

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 treating a connection as fully rigid result in an uneconomical design?
Is it possible to consider shear panels and rotational restraints in the global calculation?