STAAD.Pro 23.00.00.345/23.00.01.25


List of critical and high severity defects identified in STAAD.Pro V2023 build 23.00.00.345/23.00.01.25

Issue IDTitleSeverity1st affected BuildFixed in Build
A-524650Member section displacement results do not account for lateral releases on members2 - High20.07.04.12Known Issue
A-946144IS 800:2007 (LSD/WSD): Design forces swapped when IY>IZ in IS 800:2007 LSD./WSD design2 - High22.10.00.153Known Issue
A-1176400AISC 360-05/10: Slenderness of Single Angle 2 - High20.07.11.5023.00.02.361
A-1213593CSA S16-09/14/19 : Failure to account for effective length factors when calculating compressive resistance Cr 2 - High22.08.00.17523.00.02.361
A-1221514Wind Load Panel Formation affected by support nodes 2 - High20.07.04.12Known Issue
A-1225794AS4100-1998 & NZS 3404 -1997: Reference buckling moment for wide flange profiles with unequal flanges 2 - High20.07.11.9023.00.02.361
A-1232633CSA S16-09/14/19: Incorrect Evaluation of Factored Moment Resistance 1 - Critical20.07.10.6423.00.02.361
A-1238499IS456-2000 : Check for maximum stirrup spacing as per Cl 26.5.1.5 2 - High22.07.00.16023.00.02.361
A-1247472AS4100-1998 : Member moment capacity checks as per Clauses 8.4.2.2 and 8.4.4.1 2 - High20.07.11.9023.00.02.361
A-1271381AS4100-1998 : Physical member design 2 - High20.07.09.31Known Issue
A-1266088Ignored multiple MEMBER TRUSS and MEMBER OFFSET commands 1 - Critical23.00.01.2523.00.02.361
A-1286071Incorrect Minor Axis Plastic Modulus in Chinese H-Profile database table 2 - High23.00.01.2523.00.02.361
A-487774Inclined Joint load using ref Joint 2 - High20.07.04.1223.00.02.361
A-487893Wind load on open structures are incorrectly evaluated on members with beta angles 2 - High20.07.04.1223.00.02.361
A-1327542EN 1993-1-1:2005 : Cl 6.2.2.4 not implemented for I section with Class 3 web and Class 1 or 2 Flange 2 - High20.07.10.4123.00.02.361
A-995133IS 800 2007 (LSD/WSD) : Section classification for Welded Section T Profile 2 - High20.07.06.2323.00.02.361
A-1335471EN 1993-1-1-2005 : Incorrect warping constant values evaluated for Tube and Angle profiles 2 - High20.07.10.41Known Issue
A-1352814Time History Analysis: Plate stresses ignore missing mass 2 - High20.07.10.4123.00.03.25
A-1350894AISC 360-05/10/16: Incorrect slenderness for single angles 1 - Critical20.07.04.1223.00.03.25
A-807595NRC 2005/2010: Incorrect assignment of FV parameter 2 - High21.00.00.57Known Issue
A-1347586AS4100-1998: Incorrect Section slenderness (λe) 1 - Critical20.07.07.19Known Issue