Current Revision posted to RAM | STAAD | ADINA Wiki by Debajit Das on 9/1/2023 6:01:03 AM
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 | Known Issue |
| 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 | Known Issue |
| 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 | Known Issue |
| A-1232633 | CSA S16-09/14/19: Incorrect Evaluation of Factored Moment Resistance | 1 - Critical | 20.07.10.64 | Known Issue |
| A-1238499 | IS456-2000 : Check for maximum stirrup spacing as per Cl 26.5.1.5 | 2 - High | 22.07.00.160 | Known Issue |