1168x
000142
2015-08-03

RF-/FOUNDATION Pro | Features

  • Available types of foundation:Pure foundation plate (optionally without reinforcement)
    • Bucket foundation with smooth bucket sides
    • Bucket foundation with rough bucket sides
    • Block Foundation with Smooth Bucket Sides
    • Block foundation with rough bucket sides
  • Design according to EN 1992-1-1 and EN 1997-1
  • The following National Annexes of Eurocode 2 and Eurocode 7 are available:
    • DE | Flag DIN EN 1992-1-1/NA/A1:2015-12 | DIN EN 1997-1/NA:2010-12
    • Austria | Flag ÖNORM B 1992-1-1:2018-01 | ÖNORM B 1997-1:2007-11
    • Denmark Flag DK EN 1992-1-1/NA:2013 | DK EN 1997-1/NA:2007
    • Bulgaria | Flag BDS EN 1992-1-1:2005/NA:2011 | BDS EN 1997-1:2005/NA:2012
    • Finland Flag SFS EN 1992-1-1/NA:2007-10 | SFS EN 1997-1/NA:2004-01
    • France Flag NF EN 1992-1-1/NA:2016-03 | NF EN 1997-1/NA:2006-09
    • Italy Flag UNI EN 1992-1-1/NA:2007-07 | DIN EN 1997-1/NA:2005-01
    • Flag of the Netherlands NEN EN 1992-1-1 C2:2011/NB:2016-11 | NEN EN 1997-1+C1:2012/NB:2012
    • Poland Flag PN EN 1992-1-1/NA:2010 | PN EN 1997-1/NA:2005-05
    • Slovakia Flag STN EN 1992-1-1/NA:2008-06 | STN EN 1997-1/NA:2005-10
    • Slovenia Flag SIST EN 1992-1-1:2005/A101:2006 | SIST EN 1997-1/NA:2006-03
    • Spain Flag UNE EN 1992-1-1/NA:2013 | UNE EN 1997-1:2010
    • Sweden Flag EN 1992-1-1/NA:2008 | Svensk EN 1997-1:2005/AC:2009
    • CS | Flag CSN EN 1992-1-1/NA:2016-05 | CSN EN 1997-1/NA:2014-06
    • EN-GB | Flag BS EN 1992-1-1:2004/NA:2005 | BS EN 1997-1:2004
    • Belarus Flag TKP EN 1992-1-1:2009 | TKP EN 1997-1:2009
    • Cyprus Flag CYS EN 1992-1-1:2004/NA:2009 | CYS EN 1997‑1/NA:2004

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

  • Automatic calculation of governing loading from load cases
  • Specification of additional support forces
  • Determination of the reinforcement proposal for the bottom and top plate reinforcement considering the most favorable combination of mat and rebars
  • Individual adjustment of reinforcement proposal
  • Results of foundation reinforcement in detailed reinforcement drawings
  • Results displayed in tables and graphics
  • Visualization of foundation, columns, and reinforcement in 3D rendering


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