The file to download contains a parametrized model saved as a block (*.rfs or *.rf6 file type). For more information about the parametrized models and blocks, see Short Video Tutorial - SVT 010 | Creating and Importing Blocks - see the link below.
The model was created by the technical team of Dlubal Latam.
Composite Pile with Metal Column
Block parameters editable dynamically | |
Number of Nodes | 9 |
Number of Lines | 10 |
Number of Members | 2 |
Number of Surfaces | 8 |
Number of Solids | 2 |
Number of Load Cases | 0 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 4.490 tons |
Dimensions (Metric) | 0.800 x 7.000 x 0.800 m |
Dimensions (Imperial) | 2.62 x 22.97 x 2.62 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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- 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
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In the Concrete Design add-on for RFEM 6, you can perform the fire design of reinforced concrete slabs and walls according to the simplified table method (EN 1992‑1‑2, Section 5.4.2 and Tables 5.8 and 5.9).
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In the Concrete Design add-on, you have the option to define an existing vertically oriented punching shear reinforcement. This is then taken into account in the punching shear design.
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In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.