RF-PUNCH Pro | Features

Product Feature

  • Import of relevant information and results from RFEM
  • Integrated editable material and cross-section library
  • The module extension EC2 for RFEM allows for design of reinforced concrete members according to 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)
    •  NBN EN 1992-1-1 ANB:2010 (Belgium)
    •  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)
    •  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 1992-1-1:2010 (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)
    •  SingaporeS 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)
    •  SvenskS EN 1992-1-1/NA:2008 (Sweden)
    •  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.

  • Complete and reasonable presetting of input parameters
  • Punching shear design on columns, wall ends, and wall corners
  • Optional arrangement of an enlarged column head
  • Automatic recognition of punching node area from the RFEM model
  • Detection of curves or splines as boundary of the control perimeter
  • Automatic consideration of all slab openings defined on 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 with the actual shear distribution on the FE model
  • Determination of the load increment factor β by full plastic shear distribution as constant factors according to EN 1992‑1‑1, Chap. 6.4.3 (3), based on EN 1992‑1‑1, Fig. 6.21N or by user‑defined specification
  • Integration of design software by the shear rails producer (Halfen)
  • 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 dimensioning of longitudinal reinforcement
  • Complete integration of results in the RFEM printout report

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Contact Dlubal Software

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Contact us or find various suggested solutions and useful tips on our FAQ page.

(267) 702-2815

info-us@dlubal.com

RFEM Concrete Structures
RF-PUNCH Pro 5.xx

Add-on Module

Punching shear design of foundations and slabs with nodal and line supports

Price of First License
760.00 USD