Dlubal SHAPE-MASSIVE 6.67.02

1. Features

   • Cross-section modeling using surfaces, openings, and point areas (reinforcements) limited by polygons
   • Automatic or individual arrangement of stress points
   • Extendable library of concrete, steel and reinforcing steel materials
   • Cross-section properties of reinforced concrete and composite cross-sections
   • Stress analysis with yield hypothesis according to von Mises and Tresca
   • Reinforced concrete design according to
     •  EN 1992-1-1:2004
     •  DIN 1045-1:2008-08
     •  DIN 1045:1988-07
     •  ÖNORM B 4700: 2001-06-01
   • For the design according to EN 1992-1-1:2004, the following National Annexes are available:
     •  NA to BS EN 1992-1-1:2004 (United Kingdom)
     •  DIN EN 1992-1-1/NA:2013-04 (Germany)
     •  ÖNORM B 1992-1-1:2011-12 (Austria)
     •  NBN EN 1992-1-1 ANB:2010 (Belgium)
     •  BDS EN 1992-1-1:2005/NA:2011 (Bulgaria)
     •  NA to CYS EN 1992-1-1:2004/NA:2009 (Cyprus)
     •  CSN EN 1992-1-1/NA:2006-11 (Czech Republic)
     •  EN 1992-1-1 DK NA:2007-11 (Denmark)
     •  SFS EN 1992-1-1/NA:2007-10 (Finland)
     •  NF EN 1992-1-1/NA:2007-03 (France)
     •  UNI EN 1992-1-1/NA:2007-07 (Italy)
     •  LST EN 1992-1-1:2005/NA:2011 (Lithuania)
     •  NEN-EN 1992-1-1/NA:2011-11 (Netherlands)
     •  PN EN 1992-1-1/NA:2008-04 (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:2010-11 (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.

   • Reinforced concrete design for stress-strain distribution, available safety or direct design
   • Results of reinforcement list and total reinforcement area
   • Printout report with option to print a short form