CONCRETE | Features

Product Feature

  • Import of results from RSTAB
  • Integrated material and cross-section library
  • The module extension EC2 for RSTAB allows for design of reinforced concrete according to EN 1992-1-1 (Eurocode 2) and the following National Annexes:
    • United Kingdom NA to BS EN 1992-1-1:2004/NA:2005 (United Kingdom)
    •  ÖNORM B 1992-1-1:2011-12 (Austria)
    • Belarus TKP EN 1992-1-1:2009 (Belarus)
    • Belgium NBN EN 1992-1-1 ANB:2010 for design at normal temperature, and EN 1992-1-2 ANB:2010 for fire resistance design (Belgium)
    • Bulgaria BDS EN 1992-1-1:2005/NA:2011 (Bulgaria)
    • Cyprus NA to CYS EN 1992-1-1:2004/NA:2009 (Cyprus)
    •  CSN EN 1992-1-1/NA:2016-05 (Czech Republic)
    •  DS/EN 1992-1-1 DK NA:2013 (Denmark)
    •  SFS EN 1992-1-1/NA:2007-10 (Finland)
    •  NF EN 1992-1-1/NA:2007-03 (France)
    •  DIN EN 1992-1-1/NA/A1:2015-12 (Germany)
    •  UNI EN 1992-1-1/NA:2007-07 (Italy)
    •  LVS EN 1992-1-1:2005/NA:2014 (Latvia)
    •  LST EN 1992-1-1:2005/NA:2011 (Lithuania)
    •  MS EN 1992-12-12:2010 (Malaysia)
    •  NEN-EN 1992-1-1+C2:2011/NB:2016 (Netherlands)
    •  NS EN 1992-1-1:2004-NA:2008 (Norway)
    •  PN EN 1992-1-1/NA:2010 (Poland)
    •  NP EN 1992-1-1/NA:2010-02 (Portugal)
    •  SR EN 1992-1-1:2004/NA:2008 (Romania)
    •  SS EN 1992-1-1/NA:2008-06 (Singapore)
    •  STN EN 1992-1-1/NA:2008-06 (Slovakia)
    •  SIST EN 1992-1-1:2005/A101:2006 (Slovenia)
    •  UNE EN 1992-1-1/NA:2013 (Spain)
    •  SS EN 1992-1-1/NA:2008 (Sweden)

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 concept
  • 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 ACI 318‑14, Sect. 24.2.3)
  • Consideration of tension stiffening
  • Consideration of 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) in compliance with EN 1992‑1‑2 for rectangular and circular cross‑sections. Thus, fire resistance design of brackets is possible as well.

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RSTAB Concrete Structures
CONCRETE 8.xx

Add-on Module

Linear and nonlinear analysis of reinforced concrete members with reinforcement concept

Price of First License
810.00 USD