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Steel Hall with Concrete Building
Number of Nodes | 170 |
Number of Lines | 219 |
Number of Members | 79 |
Number of Surfaces | 15 |
Number of Solids | 0 |
Number of Load Cases | 4 |
Number of Load Combinations | 13 |
Number of Result Combinations | 1 |
Total Weight | 740.510 tons |
Dimensions (Metric) | 24.000 x 14.500 x 24.000 m |
Dimensions (Imperial) | 78.74 x 47.57 x 78.74 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.



The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.


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" .

You can define eccentricities for member loads of the load type 'Force'. You can apply the load eccentricities by means of an absolute or relative offset.
We recommend using the large deformation analysis to consider all effects of eccentric loads.

In RFEM 6, there is an option of a hierarchical control between the load transfer surfaces and floors in Building Model. This also allows you to create walls made of load transfer surfaces in order to consider curtain walls in the facade, for example.

The "Nonlinear Material Behavior" add-on includes the Anistropic | Damage material model for concrete structural components. This material model allows you to consider concrete damage for members, surfaces, and solids.
You can define an individual stress-strain diagram via a table, use the parametric input to generate the stress-strain diagram, or use the predefined parameters from the standards. Furthermore, it is possible to consider the tension stiffening effect.
For the reinforcement, both nonlinear material models "Isotropic | Plastic (Members)" and "Isotropic | Nonlinear Elastic (Members)" are available.
It is possible to consider the long-term effects due to creep and shrinkage using the "Static Analysis | Creep & Shrinkage (Linear)" analysis type that has been recently released. Creep is taken into account by stretching the stress-strain diagram of the concrete using the factor (1+phi), and shrinkage is taken into account as the pre-strain of the concrete. More detailed time step analyses are possible using the "Time-Dependent Analysis (TDA)" add-on.
In the Steel Joints add-on, I receive high design ratios for prestressed bolts for the tension force design.
Where does this high design ratio come from and how can I evaluate the bolt's load-bearing capacity reserves?
How can I check the determination of the required reinforcement?
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?