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The SAPhường name has been synonymous with state-of-the-art analytical methods since its introduction over 30 years ago. SAP2000 follows in the same tradition featuring a very sophisticated, intuitive và versatile user interface powered by an unmatched analysis engine and kiến thiết tools for engineers working on transportation, industrial, public works, sports, và other facilities.

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Graphical User Interface

Assign & select thực đơn forms have sầu been enhanced to allow them lớn remain open for repetitive sầu use with a new apply button.DirectX graphics mode has been enhanced to lớn use DirectX 11 for enhanced tốc độ và capabilities.64-bit version of the graphical user interface (GUI) now available.


New 2-D modified Darwin-Pecknold concrete Model has been added to the nonlinear layered shell. This mã sản phẩm represents concrete compression, cracking, and shear behavior under both monotonic and cyclic loading, and accounts for crachồng rotation.Semi-rigid option added for diaphragm constraint.Modify undeformed geometry feature enhanced to allow applying the modification khổng lồ a selection of joints, as well as limiting direction of modification.

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Ability to specify accidental eccentriđô thị for response spectrum cases added.Automated response spectrum functions according to the Costa Rica Seismic Code 2010, Ecuador (NEC-SE-DS 2015), Korean KBC 2009, Mexico (CFE-93 và CFE-2008), & Peru (NTE E.030 2014) codes added.Auto-seismic loading according lớn Korean Building Code (KBC 2009) addedAuto-seismic loading according lớn the Dominican Republic (R-001) code added


A new stability check has been added for nonlinear static load cases to lớn report when the structure may have failed under material or geometric nonlinearities that are not obvious from the analysis results.The handling of convergence tolerances for time-dependent behavior during staged-construction analysis has been improved to lớn better enforce equilibrium after large load increments.

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International Frame Design Codes

Concrete Frame Design - ACI 318-08, -11, -14 enhancement allows specifying Design System Rho (ρ) and Design System SDS factors in the concrete frame thiết kế preferences.Steel và Concrete Frame Design - Korean Building Code (KBC 2009) code addedSteel Frame Design - Eurocode 3-2005 enhancement to perkhung a basic torsion design for I- và tubular sections.Steel Frame Design - Russian SP 16.13330.2011 code addedThe mặc định thiết kế load combinations have been enhanced for ACI 318-08, -11, -14 lớn include roof live sầu load patterns.The default design load combinations have been enhanced for CSA A23.3-04, CSA A23.3-14, CSA S16-09, và CSA S16-14 lớn include companion loads.


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