Tags :SHAPE-MASSIVE 6.67.02

Dlubal SHAPE-MASSIVE 6.67.02 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...