- Import of relevant information and results from RFEM
- Integrated, editable material and section library
- 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:
-
DIN EN 1992-1-1/NA/A1:2015-12 (Germany)
-
ÖNORM B 1992-1-1:2018-01 (Austria)
-
NBN EN 1992-1-1 ANB:2010 (Belgium)
-
BDS EN 1992-1-1:2005/NA:2011 (Bulgaria)
-
EN 1992-1-1 DK NA:2013 (Denmark)
-
NF EN 1992-1-1/NA:2016-03 (France)
-
SFS EN 1992-1-1/NA:2007-10 (Finland)
-
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 (Sweden)
-
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)
-
CSN EN 1992-1-1/NA:2016-05 (Czech Republic)
-
BS EN 1992-1-1:2004/NA:2005 (United Kingdom)
-
TKP EN 1992-1-1:2009 (Belarus)
-
CYS EN 1992-1-1:2004/NA:2009 (Cyprus)
-
In addition to the National Annexes (NA) listed above, you can define a specific NA, applying user‑defined limit values and parameters.
- Sensible and complete presetting of input parameters
- Punching design on columns, wall ends, and wall corners
- Optional arrangement of an enlarged column head
- Automatic recognition of the position of the punching node from the RFEM model
- Detection of curves or splines as boundary of the control perimeter
- Automatic consideration of all slab openings defined in the RFEM model
- Structure and graphical display of the control perimeter before calculation starts
- Qualitative determination of punching shear reinforcement
- Optional design with unsmoothed shear stress along the control perimeter that corresponds to the actual shear stress distribution in the FE model
- Determination of the load increment factor β via full-plastic shear distribution as constant factors according to EN 1992‑1‑1, Sect. 6.4.3 (3), based on EN 1992‑1‑1, Fig. 6.21N or by user‑defined specification
- Integration of design software by Halfen, a producer of shear rails
- Numerical and graphical display of results (3D, 2D, and in sections)
- Punching shear design with or without punching shear reinforcement
- Optional consideration of minimum moments according to EN 1992‑1‑1 when determining longitudinal reinforcement
- Design or analysis of longitudinal reinforcement
- Complete integration of results in the RFEM printout report