Dlubal SHAPE-MASSIVE v6.74.02

SHAPE-MASSIVE provides the option of interface with RFEM and RSTAB: SHAPE‑MASSIVE cross‑sections are available in the library of the FEA or frame analysis software, and vice versa, it is possible to import and design the internal forces from RFEM and RSTAB in SHAPE‑MASSIVE.

The structural data can be entered graphically, in tables, or by means of a DXF file

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:
     •  DIN 1045-1:2008-08
     •  DIN 1045:1988-07
     •  ÖNORM B 4700: 2001-06-01
     •  EN 1992-1-1:2004
   • For the design according to EN 1992-1-1:2004, the following National Annexes are available:
     • DIN EN 1992-1-1/NA:2013-04 (Germany)
     • NEN-EN 1992-1-1/NA:2011-11 (Netherlands)
     • CSN EN 1992-1-1/NA:2006-11 (Czech Republic)
     • ÖNORM B 1992-1-1:2011-12 (Austria)
     • UNE EN 1992-1-1/NA:2010-11 (Spain)
     • EN 1992-1-1 DK NA:2007-11 (Denmark)
     • SIST EN 1992-1-1:2005/A101:2006 (Slovenia)
     • NF EN 1992-1-1/NA:2007-03 (France)
     • STN EN 1992-1-1/NA:2008-06 (Slovakia)
     • SFS EN 1992-1-1/NA:2007-10 (Finland)
     • NA to BS EN 1992-1-1:2004 (United Kingdom)
     • SS EN 1992-1-1/NA:2008-06 (Singapore)
     • NP EN 1992-1-1/NA:2010-02 (Portugal)
     • UNI EN 1992-1-1/NA:2007-07 (Italy)
     • SS EN 1992-1-1/NA:2008 (Sweden)
     • PN EN 1992-1-1/NA:2008-04 (Poland)
     • NBN EN 1992-1-1 ANB:2010 (Belgium)
     • NA to CYS EN 1992-1-1:2004/NA: 2009 (Cyprus)
     • BDS EN 1992-1-1:2005/NA: 2011 (Bulgaria)
     • LST EN 1992-1-1:2005/NA:2011 (Lithuania)
     • SR EN 1992-1-1:2004/NA:2008 (Romania)

   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