- Cross-section modeling using surfaces, openings, and point areas (reinforcements) limited by polygons
- Automatic or individual arrangement of stress points
- Extensible 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:
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DIN 1045-1:2008-08
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DIN 1045:1988-07
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ÖNORM B 4700: 2001-06-01
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EN 1992-1-1:2004
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- For the design according to EN 1992-1-1:2004, the following National Annexes are available:
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DIN EN 1992-1-1/NA:2013-04 (Germany)
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NEN-EN 1992-1-1/NA:2011-11 (Netherlands)
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CSN EN 1992-1-1/NA:2006-11 (Czech Republic)
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ÖNORM B 1992-1-1:2011-12 (Austria)
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UNE EN 1992-1-1/NA:2010-11 (Spain)
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EN 1992-1-1 DK NA:2007-11 (Denmark)
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SIST EN 1992-1-1:2005/A101:2006 (Slovenia)
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NF EN 1992-1-1/NA:2007-03 (France)
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STN EN 1992-1-1/NA:2008-06 (Slovakia)
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SFS EN 1992-1-1/NA:2007-10 (Finland)
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BS EN 1992-1-1:2004 (United Kingdom)
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SS EN 1992-1-1/NA:2008-06 (Singapore)
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NP EN 1992-1-1/NA:2010-02 (Portugal)
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UNI EN 1992-1-1/NA:2007-07 (Italy)
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SS EN 1992-1-1/NA:2008 (Sweden)
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PN EN 1992-1-1/NA:2008-04 (Poland)
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NBN EN 1992-1-1 ANB:2010 (Belgium)
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NA to CYS EN 1992-1-1:2004/NA:2009 (Cyprus)
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BDS EN 1992-1-1:2005/NA:2011 (Bulgaria)
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LST EN 1992-1-1:2005/NA:2011 (Lithuania)
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SR EN 1992-1-1:2004/NA:2008 (Romania)
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- 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
SHAPE-MASSIVE | Features
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