RF-/CONCRETE Columns | Features

Product Feature

  • Full integration in RFEM/RSTAB with import of geometry and load case data
  • Automatic selection of members for design according to specified criteria (for example only vertical members)
  • The module extension EC2 for RFEM/RSTAB allows for design of reinforced concrete according to the method based on nominal curvature in compliance with EN 1992-1-1:2004 (Eurocode 2) and the following National Annexes:
    •  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)
    •  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 1992-1-1:2010 (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)
    • United Kingdom NA to BS EN 1992-1-1:2004/NA:2005 (United Kingdom)

In addition to the National Annexes (NA) listed above, you can also define a specific NA, applying user-defined limit values and parameters.

  • Optional consideration of creeping
  • Diagram based determination of buckling lengths and slenderness from the restraint ratios of columns
  • Automatic determination of ordinary and unintentional eccentricity from additionally available eccentricity according to the second-order analysis
  • Design of monolithic structures and precast elements
  • Analysis with regard to the standard reinforced concrete design
  • Determination of internal forces according to the linear static analysis and the second-order analysis
  • Analysis of governing design locations along the column due to existing load
  • Output of required longitudinal and link reinforcement
  • Fire resistance design according to the simplified method (zone method) in compliance with EN 1992-1-2 allowing the fire resistance design of brackets
  • Fire resistance design with optional longitudinal reinforcement design according to DIN 4102-22:2004 or DIN 4102-4:2004, Table 31
  • Longitudinal and link einforcement concept with graphic display in 3D rendering
  • Summary of design ratios including all design details
  • Graphical representation of relevant design details in RFEM/RSTAB work window

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RFEM Concrete Structures
RF-CONCRETE Columns 5.xx

Add-on Module

Reinforced concrete design according to the model column method (method based on nominal curvature)

Price of First License
630.00 USD