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STAAD.Pro 22.04.00.40
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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
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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 22.04.00.40
List of critical and high severity defects identified in STAAD.Pro V22 build 22.04.00.40
Issue ID
Title
Severity
1st affected Build
Fixed in Build
1022412
Wind Load: Difference in wind load generation with different input unit
2 - High
20.07.00.01
22.05.00.131
1022413
Earthquake workflow - Metric vs English
2 - High
20.07.00.01
22.05.00.131
1074884
AISC 360-16 reports incorrect deflection check results
2 - High
21.00.02.44
22.05.00.131
1080055
Incorrect Moment capacity calculation as per AS4100-1998
2 - High
20.07.11.90
22.05.00.131
1081492
Incorrect Tensile Member Design as per AS4100-1998.
2 - High
20.07.11.90
22.05.00.131
1085903
Beams having side face reinforcements – fail in design as per ACI 318-14
2 - High
21.00.02.44
22.05.00.131
1087315
Incorrect Joint Check as per IS13920: 2016
2 - High
22.02.00.26
22.05.00.131
1087329
IS13920: 2016 - Joint check having failed members connected to it
2 - High
22.02.00.26
22.05.00.131
1088695
Incorrect location is taken for some members when cl. 6.2.1(7) of EN 1993-1-1:2005 is checked
2 - High
20.07.10.41
22.05.00.131
1088980
IS:456-2000 - Beam Design - Moment corresponding to SFACE and EFACE command is not correct
2 - High
20.07.11.45
22.05.00.131
1089913
US Coldformed Angle, AngleS, Zee, ZeeS, Hat and Pipe Sections added by user takes wrong properties
2 - High
20.07.04.12
22.05.00.131
1090036
Mass is not calculated correctly when floor diaphragm is assigned to nodes
2 - High
20.07.08.22
22.05.00.131
1092819
EC3: Incorrect Effective Length value for torsion and Total Torsion for Design are considered for code checking
2 - High
20.07.07.32
22.05.00.131
1092854
EC3: Incorrect design of members while checking for the Cl.EC-6.2.1(7) if ELB 1 is specified
2 - High
20.07.04.12
22.05.00.131
1093056
Unit conversion issue with IS:1893-2016 seismic parameter from Physical to Analytical mode.
2 - High
22.01.00.39
22.05.00.131
1093383
Incorrect Bending Capacity reported for Single Angle as per Canadian Steel Design Code
1 - Critical
20.07.11.33
22.05.00.131
1094012
Incorrect axial compression capacity being calculated as per IS 800 2007 (LSD)
2 - High
20.07.06.23
22.05.00.131
1094895
Adds MASTER NODE to diaphragm created in Physical modeler
2 - High
21.00.00.57
22.05.00.131
1095083
EC3: Incorrect calculation of 'c' for the depth to thickness ratio of Tee section for the section classification in EN 1993-1-1:2005
2 - High
20.07.04.12
22.05.00.131
1097343
Calculation of Effective Slenderness ratio as per Section E5 is ignored for Single Angle Sections for AISC 360-2016 Code.
2 - High
21.00.02.44
22.05.00.131
1098559
Program reports zero capacities for small load values using CSA S16-01 code
2 - High
20.07.04.12
22.05.00.131
1099476
Incorrect Centre of Rigidity calculation when Rigid diaphragm is defined using JOINT option
2 - High
21.03.00.146
22.05.00.131
1100275
Advanced Cable Analysis - Error in the Section displacements - Y direction
2 - High
20.07.11.50
22.05.00.131
1100975
Slenderness failure is considered incorrectly in AISC 360-10 and 360-05 Codes
2 - High
20.07.09.31
22.05.00.131
1101622
Incorrect Cw Calculation for members with general UPT sections and/or any I-shaped sections for AISC 360-16 design
2 - High
21.00.02.44
22.05.00.131
1101961
Slenderness failure is considered incorrectly in NZS3404-1997
2 - High
21.00.00.57
22.05.00.131
1101995
Slenderness failure is considered incorrectly in CSA S16-14 & S16-09 codes
2 - High
20.07.11.33
22.05.00.131
1103365
Incorrect Section Strength calculation for Semi-Compact section - IS 800 2007 LSD
2 - High
20.07.11.33
22.05.00.131
1103377
Incorrect section strength calculation for tapered I-section as per IS 800 2007
2 - High
20.07.11.70
22.05.00.131
1103936
Incorrect effective property calculation for Z-section with lips as per IS 801
2 - High
22.01.00.39
22.05.00.131
1103955
Incorrect Design forces considered for symmetrical sections in IS 800-2007 LSD design
2 - High
20.07.11.70
22.05.00.131
1106275
Incorrect base Shear calculation for Colombian Seismic code NSR-10
2 - High
20.07.10.41
22.05.00.131
1107006
Incorrect moment capacity for CLASS 4 Tee section per EC3 code
2 - High
20.07.04.12
22.05.00.131
1108807
Few H-sections in Chinese Section Database have incorrect web and flange thicknesses
2 - High
22.04.00.40
22.05.00.131
1110683
Elastic section modulus is incorrectly calculated for I section with cover plates for AISC ASD (9th Edition) design
1 - Critical
20.07.11.90
22.05.00.131
1110726
Incorrect section modulus of wide flange with different sized Top & Bottom plates
2 - High
20.07.10.41
22.05.00.131
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-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-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
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Created by
Carlos Aguera
When:
Mon, Feb 20 2023 11:17 AM
Last revision by
Debajit Das
When:
Fri, Apr 12 2024 8:20 AM
Revisions:
17
Comments:
0
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