Auto-seismic loading according to the ASCE 7-16 code, Korean Building Code (KBC 2016) and IS 1893:2016 code has been added.
Automated response spectrum functions according to the ASCE 7-16, Korean Building Code (KBC 2016) and IS 1893:2016 codes have been added.
Auto-wind loading according to the ASCE 7-16 code and Korean Building Code (KBC 2016) has been added.
The effect of reinforcing steel on the axial creep and shrinkage behavior of concrete in columns and walls is now included in the time dependent staged-construction analysis.
A pure event-to-event option has been added for nonlinear static analysis.
Steel frame design according to AISC 360-16 has been added.
An option has been added to control the limiting negative stiffness ratio for frame hinges.
Code:
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A new KG (thanks to Lavteam) up to Nov 2018 for SAP2000 V20
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Auto wind loading, auto-seismic loading, and response spectrum function have been added according to the NTC 2018 code.
The Singapore national annex has been added for auto-seismic loading and response spectrum function
Analysis
Linear time-history analysis can now be performed in the frequency domain allowing the consideration of frequency-dependent properties, sub-systems, and/or boundary conditions.
Frame Design
Steel frame design has been added according to the NTC 2018 code
Database Tables
Soil pressure results are now available in the database tables
Data Files
New section property libraries have been added for AISC 15 and ASTM A1085
Results Display & Output
Strain results are now available for shell and solid objects
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Automated seismic loads and response spectrum functions have been implemented for the Turkish Seismic Code (TSC-2018).
Analysis
Dynamic collapse analysis allows an object to be removed during a nonlinear direction integration time history analysis
Frame Design
Steel frame design has been added according to the Chinese 2018 code
Concrete frame design according to IS 456:2000 has been updated for the IS 13920:2016 seismic code
Code:
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last version for the v20 series was actually v20.2.1
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