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STAAD.Pro 22.05.00.131
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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
STAAD.Pro 22.05.00.131
STAAD.Pro 22.06.00.138
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 22.05.00.131
List of critical and high severity defects identified in STAAD.Pro V22 build 22.05.00.131
Issue ID
Title
Severity
1st affected Build
Fixed in Build
A-487590
Nonlinear Analysis - plate results reported as zero for model with multiple load cases
2 - High
22.01.00.39
22.06.00.138
A-487670
Incorrect base shear being generated as per Equivalent Lateral Force Method using IBC 2018
2 - High
22.02.00.26
22.10.00.153
A-487690
Incorrect design results for square tapered section using AISC 360 16
2 - High
22.03.00.28
22.07.00.160
A-487732
Incorrect Warping Constant used during selection of wide flange profiles as per AISC 360-16
2 - High
21.00.02.44
22.07.00.160
A-487738
Incorrect design as per AS4100 for a braced physical member having analytical node at any quarter point along its length
2 - High
21.00.02.44
22.06.00.138
A-487742
Error in torsion design for beams per ACI 318-2011
2 - High
20.07.11.50
22.06.00.138
A-505266
Incorrect Warping Constant used during selection of wide flange profiles as per CAN/CSA-S16-14 or CAN/CSA-S16-09
2 - High
21.00.02.30
22.06.00.138
A-506489
Incorrect Warping Constant used during selection of wide flange profiles as per IS 800 2007 (LSD/ WSD)
2 - High
21.00.02.30
22.06.00.138
A-507231
Incorrect Warping Constant used during selection of Hat section as per AISI 2016
2 - High
22.04.00.40
22.07.00.160
A-511125
Incorrect Warping Constant used during selection of Channel profiles as per EN 1993-1-1 2005 or BS EN 1993-1-1 2005
2 - High
20.07.11.70
22.07.00.160
A-515693
Member assigned with MEMBER TENSION and subjected to axial tension - is designed as a compression member with NZS3404-1997 code
2 - High
21.00.00.57
22.06.00.138
A-524650
Member section displacement results do not account for lateral releases on members
2 - High
20.07.04.12
Known Issue
A-530329
Flexural capacity for local buckling about minor axis is incorrectly evaluated for Channel and Channel with lips sections as per AISI 2016
2 - High
22.04.00.40
22.06.00.138
A-532805
Lateral torsional buckling capacity about major axis is incorrectly evaluated for Channel section as per AISI 2016
2 - High
22.04.00.40
22.06.00.138
A-533716
The horizontal seismic influence coefficient (ALPHA) is incorrect for period from 0.1s to Tg as per GB50011-2001
2 - High
20.07.06.23
22.06.00.138
A-545710
Section Modulus of angles designed to AISI 2016
2 - High
22.04.00.40
22.06.00.138
A-547383
IS801 compression capacity check for multiple properties
2 - High
22.01.00.39
22.06.00.138
A-547591
AISI 2016 design with LOAD LIST ALL
2 - High
22.04.00.40
22.06.00.138
A-554981
NZS 3404:1997 slenderness for tension members
2 - High
21.00.00.57
22.07.00.160
A-561450
IS 800 :2007 LSD Single Angle slenderness check
2 - High
22.05.00.131
22.07.00.160
A-577472
SP 16 2017/2011 : Tube design
2 - High
22.04.00.40
22.07.00.160
A-633034
NZS 3404-1997 : Clause 5.12.2
2 - High
21.00.00.57
22.07.00.160
A-669073
AISC 360-16: Warping constant is used in the calculation of Euler Buckling Stress for T & 2L Sections
2 - High
21.00.02.44
22.08.00.175
A-698135
SANS 10162-1 : UNT and UNB parameters
2 - High
20.07.11.33
22.09.00.115
A-710597
EN 1993-1-1: 2005 : Utilization ratio as per Eq.6.62 for Slender Tee section
2 - High
20.07.07.19
22.08.00.175
A-716046
EN 1993-1-1: 2005 : Shift of neutral axis for Slender Tee section
2 - High
20.07.07.19
22.08.00.175
A-774908
AISC 360-16: Effect of eccentricity for single angle profiles
2 - High
22.02.00.26
22.09.00.115
A-784278
AISC N690 1984: Shear design for pipe sections
2 - High
20.07.06.23
22.09.00.115
A-813848
Unbraced length : UNF and UNL Parameters
2 - High
20.07.08.32
22.10.00.153
A-817499
EN 1993-1-1:2005 : LEG parameter for single angle profiles
2 - High
20.07.07.32
22.11.00.156
A-852094
AISC 360-16 : FY and FU not considered from assigned material
2 - High
21.00.02.44
22.10.00.180
A-865805
Incorrect ELFP Torsional Moment : Optional Load Factor Multiplication
2 - High
22.01.00.39
22.10.00.180
A-865842
AISC 341-16 : Incorrect Seismic Classification for Custom Steel
2 - High
22.01.00.39
22.10.00.180
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-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-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-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-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-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 11:19 AM
Last revision by
Debajit Das
When:
Mon, Apr 22 2024 11:42 AM
Revisions:
17
Comments:
0
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