Current Revision posted to RAM | STAAD | ADINA Wiki by Debajit Das on 2/27/2023 4:03:30 PM
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 | 21.00.02.44 | 22.12.00.142 |
| A-973697 | AS4100-1998 : Moment modification factor | 2 - High | 20.07.11.90 | Known Issue |
| A-1003677 | NZS-3404-1997 : Physical member design | 2 - High | 21.00.00.57 | Known Issue |
| A-1005695 | NZS-3404-1997 : Analytical Member Design | 2 - High | 21.00.00.57 | Known Issue |
| A-1015058 | AISI 2016 : Deflection checks | 2 - High | 22.04.00.40 | Known Issue |
| 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 | Known Issue |
| A-999611 | Incorrect Time History analysis results with a Harmonic Ground motion | 2 - High | 20.07.04.12 | 22.12.00.142 |