Foundation Plate with Rising Components
Model to Download
Description
This model was used to explain the design of foundations according to EN 1992-1-1 and EN 1997-1 in RFEM 5 and RSTAB 8 with the RF-/FOUNDATION Pro add-on module.
Model Used in
Keywords
Foundation Pad footing Foundation plate Foundation Geotechnics Floor slab
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- Views 347x
- Downloads 73x
- Updated 29 March 2021
- Number of Nodes 24
- Number of Lines 24
- Number of Members 12
- Number of Surfaces 5
- Number of Load Cases 5
- Number of Load Combinations 72
- Number of Result Combinations 6
- Total Weight 106.157 t
- Dimensions 9,500 x 9,500 x 2,800 m
- Program Version 5.23.02.155292
Disclaimer
You can download this structural analysis 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.
In RFEM 5 and RSTAB 8, you can design foundations according to EN 1992‑1‑1 and EN 1997‑1 in the RF‑/FOUNDATION Pro add‑on module.
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- In RF‑CONCRETE Surfaces, I obtain a high amount of reinforcement in relation to a lever arm that is almost zero. How is such a small lever arm of internal forces created?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- When converting from the manual definition of reinforcement areas to the automatic arrangement of reinforcement according to Window 1.4, the result of the deformation calculation differs, although the basic reinforcement has not been modified. What is the reason for this change?
- Does the program check the lap length of the vertical stirrups of a block foundation with smooth bucket sides?
- Why do I get a discontinuous area in the distribution of internal forces? In the area of the supported line, the shear force VEd shows a jump, which does not seems to be plausible.
- Is there a possibility in RFEM to define a global polar grid with the origin lies in the global zero point, for example, and which applies to several surfaces?
- When comparing RF‑CONCRETE Columns with another design software, I get different results. How to explain the differences?
