Contour display of frame stresses and displacements.
Load optimization feature to determine the optimal loading scale factors to achieve goals and limits on displacement and force response throughout the structure.
Indian steel frame design code IS 800 2008.
New Zealand steel frame design code NZS 3404-1997.
Canadian steel frame design code CSA S16-2009.
Updated Hong Kong concrete frame design code to include Supplement 1.
Australian concrete frame design code AS3600-2009.
Canadian NBCC loading for wind, seismic, and response-spectrum.
American ASCE-7-10 loading for wind, seismic, and response-spectrum.
Enhanced Eurocode 3-2005 steel frame design, including design for Class 4 sections.
National annexes for Eurocode 2-2004 concrete frame design for Singapore, Germany, and Portugal.
National annexes for Eurocode 3-2005 steel frame design for Singapore, Germany, and Portugal.
Hybrid steel frame section property.
Simple arc for tendon profile definition.
Updated API functionality.
The Bridge module has been removed, but simple moving load analysis on paths defined by frame elements has been retained.
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comment_55768SAP2000 V15 Enhancements - COMING SOON! Subscribe RSS
New graphical user interface with tabbed windows.
New DirectX graphics.
Contour display of frame stresses and displacements.
Load optimization feature to determine the optimal loading scale factors to achieve goals and limits on displacement and force response throughout the structure.
Indian steel frame design code IS 800 2008.
New Zealand steel frame design code NZS 3404-1997.
Canadian steel frame design code CSA S16-2009.
Updated Hong Kong concrete frame design code to include Supplement 1.
Australian concrete frame design code AS3600-2009.
Canadian NBCC loading for wind, seismic, and response-spectrum.
American ASCE-7-10 loading for wind, seismic, and response-spectrum.
Enhanced Eurocode 3-2005 steel frame design, including design for Class 4 sections.
National annexes for Eurocode 2-2004 concrete frame design for Singapore, Germany, and Portugal.
National annexes for Eurocode 3-2005 steel frame design for Singapore, Germany, and Portugal.
Hybrid steel frame section property.
Simple arc for tendon profile definition.
Updated API functionality.
The Bridge module has been removed, but simple moving load analysis on paths defined by frame elements has been retained.
Other minor enhancements.
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