Current Revision posted to RAM | STAAD | ADINA Wiki by Debajit Das on 7/1/2023 2:29:45 PM
List of critical and high severity defects identified in STAAD.Pro V22 build 22.06.00.138
| 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-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-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-524650 | Member section displacement results do not account for lateral releases on members | 2 - High | 20.07.04.12 | Known Issue |
| 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-588035 | Incorrect lip angle and lip length used during selection of CS and ZS sections as per AISI 2016 | 2 - High | 22.06.00.138 | 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-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-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 |
| A-996557 | IS800:1984: Properties determined by incorrect CG position | 2 - High | 22.05.00.131 | Known Issue |
| A-1073141 | IBC 2012/2015/2018: Failure to process negative accidental eccentricity factor in Response Spectrum Analysis | 1 - Critical | 20.07.11.33 | Known Issue |
| 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 | Known Issue |
| 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 |