STAAD.Pro 22.10.00.153


List of critical and high severity defects identified in STAAD.Pro V22 build 22.10.00.153

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-817499EN 1993-1-1:2005 : LEG parameter for single angle profiles2 - High20.07.07.3222.11.00.156
A-852094AISC 360-16 : FY and FU not considered from assigned material2 - High21.00.02.4422.10.00.180
A-852547AS 4100 1998 : MAIN and TMAIN Parameters2 - High22.06.00.13822.11.00.156
A-865805Incorrect ELFP Torsional Moment : Optional Load Factor Multiplication2 - High22.01.00.3922.10.00.180
A-865842AISC 341-16 : Incorrect Seismic Classification for Custom Steel2 - High22.01.00.3922.10.00.180
A-875750EN 1993-1-1:2005 : Multiple tapered profiles2 - High22.10.00.15322.11.00.156
A-907678Direct Analysis : Default Steel Yield Strength2 - High22.07.00.16022.12.00.142
A-935629AISC 360-16: SGR parameter2 - High21.00.02.4422.12.00.142
A-969825AISC 360-10/05 : Combined flexure and tension2 - High20.07.11.5022.12.00.142
A-973697AS4100-1998 : Moment modification factor2 - High20.07.11.9023.00.00.345
A-907508Failure to include additional eccentricity moment for single angle profiles under compression as per AISC 360-16 clause E51 - Critical22.09.00.11522.12.00.142
A-1003677NZS-3404-1997 : Physical member design2 - High21.00.00.5723.00.00.345
A-1005695NZS-3404-1997 : Analytical Member Design2 - High21.00.00.5723.00.00.345
A-1015058AISI 2016 : Deflection checks2 - High22.04.00.4023.00.00.345
A-993314CSA S16-09/14/19: Incorrect calculation of Shear Buckling resistance for Pipe members 2 - High22.08.00.17523.00.00.345
A-1032348AISC 360-16 and BS5950 Pt 1 : Incorrect shear capacity parallel to the flanges for Double Channel profiles 2 - High21.00.02.3023.00.00.345
A-999611Incorrect Time History analysis results with a Harmonic Ground motion 2 - High20.07.04.1222.12.00.142
A-1037816CSA S16-09/14/19 ignores user provided shear areas for UPT ISECTION and UPT WIDE FLANGE profiles 1 - Critical22.08.00.17523.00.00.345
A-1068635EN 1993-1-1: 2005 : Incorrect Slenderness for Z-up models 2 - High22.10.00.15323.00.00.345
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-996557IS800:1984: Properties determined by incorrect CG position 2 - High22.05.00.13123.00.00.345
A-1073141IBC 2012/2015/2018: Failure to process negative accidental eccentricity factor in Response Spectrum Analysis 1 - Critical20.07.11.3323.00.00.345
A-1121536EN 1993-1-1:2005 : Failure to perform Bending Check (Clause 6.2.5) and Buckling Check (Equations 6.3.3-661, 662) 1 - Critical20.07.11.9023.00.00.345
A-1176400AISC 360-05/10: Slenderness of Single Angle 2 - High20.07.11.5023.00.02.361
A-1199138AISC 360-16: Incorrect H2-1 at the Heel of an Equal Angle 2 - High21.00.02.4423.00.00.345
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-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