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STAAD.Pro 22.11.00.156
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Critical and High Issues Identified in STAAD.Pro
STAAD.Pro 22.00.00.15
STAAD.Pro 22.01.00.39
STAAD.Pro 22.02.00.26
STAAD.Pro 22.03.00.28
STAAD.Pro 22.04.00.40
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STAAD.Pro 22.07.00.160
STAAD.Pro 22.08.00.175
STAAD.Pro 22.09.00.115
STAAD.Pro 22.10.00.153
STAAD.Pro 22.11.00.156
STAAD.Pro 22.12.00.142
STAAD.Pro 23.00.00.345/23.00.01.25
STAAD.Pro 23.00.02.361
STAAD.Pro 23.00.03.25
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STAAD.Pro 22.11.00.156
List of critical and high severity defects identified in STAAD.Pro V22 build 22.11.00.156.
Issue ID
Title
Severity
1st affected build
Fixed in Build
A-524650
Member section displacement results do not account for lateral releases on members
2 - High
20.07.04.12
Known Issue
A-907678
Direct Analysis : Default Steel Yield Strength
2 - High
22.07.00.160
22.12.00.142
A-935629
AISC 360-16: SGR parameter
2 - High
21.00.02.44
22.12.00.142
A-969825
AISC 360-10/05 : Combined flexure and tension
2 - High
20.07.11.50
22.12.00.142
A-973697
AS4100-1998 : Moment modification factor
2 - High
20.07.11.90
23.00.00.345
A-907508
Failure to include additional eccentricity moment for single angle profiles under compression as per AISC 360-16 clause E5
1 - Critical
22.09.00.115
22.12.00.142
A-1003677
NZS-3404-1997 : Physical member design
2 - High
21.00.00.57
23.00.00.345
A-1005695
NZS-3404-1997 : Analytical Member Design
2 - High
21.00.00.57
23.00.00.345
A-1015058
AISI 2016 : Deflection checks
2 - High
22.04.00.40
23.00.00.345
A-993314
CSA S16-09/14/19: Incorrect calculation of Shear Buckling resistance for Pipe members
2 - High
22.08.00.175
23.00.00.345
A-1032348
AISC 360-16 and BS5950 Pt 1 : Incorrect shear capacity parallel to the flanges for Double Channel profiles
2 - High
21.00.02.30
23.00.00.345
A-999611
Incorrect Time History analysis results with a Harmonic Ground motion
2 - High
20.07.04.12
22.12.00.142
A-1037816
CSA S16-09/14/19 ignores user provided shear areas for UPT ISECTION and UPT WIDE FLANGE profiles
1 - Critical
22.08.00.175
23.00.00.345
A-1068635
EN 1993-1-1: 2005 : Incorrect Slenderness for Z-up models
2 - High
22.10.00.153
23.00.00.345
A-946144
IS 800:2007 (LSD/WSD): Design forces swapped when IY>IZ in IS 800:2007 LSD./WSD design
2 - High
22.10.00.153
Known Issue
A-996557
IS800:1984: Properties determined by incorrect CG position
2 - High
22.05.00.131
23.00.00.345
A-1073141
IBC 2012/2015/2018: Failure to process negative accidental eccentricity factor in Response Spectrum Analysis
1 - Critical
20.07.11.33
23.00.00.345
A-1121536
EN 1993-1-1:2005 : Failure to perform Bending Check (Clause 6.2.5) and Buckling Check (Equations 6.3.3-661, 662)
1 - Critical
20.07.11.90
23.00.00.345
A-1176400
AISC 360-05/10: Slenderness of Single Angle
2 - High
20.07.11.50
23.00.02.361
A-1199138
AISC 360-16: Incorrect H2-1 at the Heel of an Equal Angle
2 - High
21.00.02.44
23.00.00.345
A-1213593
CSA S16-09/14/19 : Failure to account for effective length factors when calculating compressive resistance Cr
2 - High
22.08.00.175
23.00.02.361
A-1221514
Wind Load Panel Formation affected by support nodes
2 - High
20.07.04.12
Known Issue
A-1225794
AS4100-1998 & NZS 3404 -1997: Reference buckling moment for wide flange profiles with unequal flanges
2 - High
20.07.11.90
23.00.02.361
A-1232633
CSA S16-09/14/19: Incorrect Evaluation of Factored Moment Resistance
1 - Critical
20.07.10.64
23.00.02.361
A-1238499
IS456-2000 : Check for maximum stirrup spacing as per Cl 26.5.1.5
2 - High
22.07.00.160
23.00.02.361
A-1247472
AS4100-1998 : Member moment capacity checks as per Clauses 8.4.2.2 and 8.4.4.1
2 - High
20.07.11.90
23.00.02.361
A-1271381
AS4100-1998 : Physical member design
2 - High
20.07.09.31
Known Issue
A-487774
Inclined Joint load using ref Joint
2 - High
20.07.04.12
23.00.02.361
A-487893
Wind load on open structures are incorrectly evaluated on members with beta angles
2 - High
20.07.04.12
23.00.02.361
A-1327542
EN 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 - High
20.07.10.41
23.00.02.361
A-995133
IS 800 2007 (LSD/WSD) : Section classification for Welded Section T Profile
2 - High
20.07.06.23
23.00.02.361
A-1335471
EN 1993-1-1-2005 : Incorrect warping constant values evaluated for Tube and Angle profiles
2 - High
20.07.10.41
Known Issue
A-1352814
Time History Analysis: Plate stresses ignore missing mass
2 - High
20.07.10.41
23.00.03.25
A-1350894
AISC 360-05/10/16: Incorrect slenderness for single angles
1 - Critical
20.07.04.12
23.00.03.25
A-807595
NRC 2005/2010: Incorrect assignment of FV parameter
2 - High
21.00.00.57
Known Issue
A-1347586
AS4100-1998: Incorrect Section slenderness (λe)
1 - Critical
20.07.07.19
Known Issue
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Created by
Carlos Aguera
When:
Mon, Feb 20 2023 11:36 AM
Last revision by
Debajit Das
When:
Mon, Apr 22 2024 11:45 AM
Revisions:
21
Comments:
0
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