Input via parameters for one edge and symmetrical, or different parameters for each edge.
5 star | ||
4 star | ||
3 star | ||
2 star | ||
1 star |
SS110 | L-Shaped Plate
Block parameters editable dynamically | |
Number of Nodes | 6 |
Number of Lines | 6 |
Number of Members | 0 |
Number of Surfaces | 1 |
Number of Solids | 0 |
Number of Load Cases | 1 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 3.500 tons |
Dimensions (Metric) | 6,000 x 0,000 x 4,000 m |
Dimensions (Imperial) | 19.69 x 0 x 13.12 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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The reinforcement proposal from RF-/CONCRETE Members can be exported to Revit. The rectangular and circular cross-sections are currently supported.
The reinforcement bars can be modified retroactively in Revit.
Surface reinforcements defined in the RF-CONCRETE Surfaces add-on module can be exported to Revit as reinforcement objects via the direct interface. To do this, you can optionally select surface, rectangular, polygon, and circular reinforcement areas in RF-CONCRETE Surfaces. In addition to bar reinforcement, it is possible to export mesh reinforcement.
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- Automatic import of internal forces from RFEM
- Ultimate limit state and serviceability limit state design
- The module extension EC2 for RFEM enables the design of reinforced concrete members according to EN 1992‑1‑1:2004 (Eurocode 2) and the following National Annexes:
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DIN EN 1992-1-1/NA/A1:2015-12 (Germany)
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ÖNORM B 1992-1-1:2018-01 (Austria)
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NBN EN 1992-1-1 ANB:2010 (Belgium)
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BDS EN 1992-1-1:2005/NA:2011 (Bulgaria)
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EN 1992-1-1 DK NA:2013 (Denmark)
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NF EN 1992-1-1/NA:2016-03 (France)
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SFS EN 1992-1-1/NA:2007-10 (Finland)
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UNI EN 1992-1-1/NA:2007-07 (Italy)
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LVS EN 1992-1-1:2005/NA:2014 (Latvia)
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LST EN 1992-1-1:2005/NA:2011 (Lithuania)
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MS EN 1992-1-1:2010 (Malaysia)
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NEN-EN 1992-1-1+C2:2011/NB:2016 (Netherlands)
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NS EN 1992-1 -1:2004-NA:2008 (Norway)
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PN EN 1992-1-1/NA:2010 (Poland)
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NP EN 1992-1-1/NA:2010-02 (Portugal)
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SR EN 1992-1-1:2004/NA:2008 (Romania)
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SS EN 1992-1-1/NA:2008 (Sweden)
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SS EN 1992-1-1/NA:2008-06 (Singapore)
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STN EN 1992-1-1/NA:2008-06 (Slovakia)
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SIST EN 1992-1-1:2005/A101:2006 (Slovenia)
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UNE EN 1992-1-1/NA:2013 (Spain)
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CSN EN 1992-1-1/NA:2016-05 (Czech Republic)
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BS EN 1992-1-1:2004/NA:2005 (United Kingdom)
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TKP EN 1992-1-1:2009 (Belarus)
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CYS EN 1992-1-1:2004/NA:2009 (Cyprus)
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- In addition to the National Annexes (NA) listed above, you can also define a specific NA, applying user‑defined limit values and parameters.
- Flexibility due to detailed setting options for basis and extent of calculations
- Fast and clear results output for an immediate overview of the result distribution after the design
- Graphical results output integrated in RFEM; for example, required reinforcement
- Numerical results clearly arranged in tables and graphical display of the results in the model
- Complete integration of results in the RFEM printout report
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- Free definition of two or three reinforcement layers in the ultimate limit state
- Vectorial representation of the main stress directions of internal forces allowing optimal orientation adjustment of the third reinforcement layer to the actions
- Design alternatives to avoid compression or shear reinforcement
- Design of surfaces as deep beams (theory of membranes)
- Option to define basic reinforcements for top and bottom reinforcement layers
- Definition of designed reinforcement for serviceability limit state design
- Result output in points of any selected grid
- Optional extension of the module with nonlinear deformation analysis. The calculation is performed in RF‑CONCRETE Deflect by reducing the stiffness according to the standard, or in RF‑CONCRETE NL by the general nonlinear calculation determining the stiffness reduction in an iterative process.
- Design with design moments at column edges
- Precise breakdown of reasons for failed design
- Design details of all design locations for better traceability of reinforcement determination
- Export of isolines for the longitudinal reinforcement in a DXF file for further use in CAD programs as a basis for reinforcement drawings