Current Revision posted to RAM | STAAD | ADINA Wiki by Debajit Das on 3/31/2023 6:57:29 PM
List of critical and high severity defects identified in STAAD.Pro V22 build 22.09.00.115
| Issue ID | Title | Severity | 1st affected Build | Fixed in Build |
| 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-524650 | Member section displacement results do not account for lateral releases on members | 2 - High | 20.07.04.12 | Known Issue |
| A-772936 | 1893 2015-P4 : Response Spectrum load case in Y direction | 2 - High | 22.08.00.175 | 22.10.00.153 |
| 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-852547 | AS 4100 1998 : MAIN and TMAIN Parameters | 2 - High | 22.06.00.138 | 22.11.00.156 |
| 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-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 | 21.00.02.44 | 22.12.00.142 |
| A-973697 | AS4100-1998 : Moment modification factor | 2 - High | 20.07.11.90 | Known Issue |
| 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 | 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-993314 | CSA S16-09/14/19: Incorrect calculation of Shear Buckling resistance for Pipe members | 2 - High | 22.08.00.175 | 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 |
| 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 | Known Issue |
| A-996557 | IS800:1984: Properties determined by incorrect CG position | 2 - High | 22.05.00.131 | Known Issue |