- Import of results from RSTAB
- Integrated material and cross-section library
- The module extension EC2 for RSTAB enables design of reinforced concrete according to EN 1992-1-1 (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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Belgium NBN EN 1992-1-1 ANB:2010 for design at normal temperature, and NBN EN 1992-1-2 ANB:2010 for fire resistance design (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)
- 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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CPM 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.
- Optional presetting of partial safety factors, reduction factors, neutral axis depth limitation, material properties, and concrete cover
- Determination of longitudinal, shear, and torsional reinforcement
- Design of tapered members
- Cross‑section optimization
- Representation of minimum and compression reinforcement
- Determination of editable reinforcement proposal
- Crack width analysis with optional increase of the required reinforcement in order to keep the defined limit values of the crack width analysis
- Nonlinear calculation with consideration of cracked cross‑sections (for EN 1992‑1‑1:2004 and DIN 1045‑1:2008)
- Considering tension stiffening
- Considering creep and shrinkage
- Deformations in cracked sections (state II)
- Graphical representation of all result diagrams
- Fire resistance design according to the simplified method (zone method) according to EN 1992‑1‑2 for rectangular and circular cross‑sections. Thus, fire resistance design of brackets is possible as well.
CONCRETE | Features
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