List of critical and high severity defects identified in STAAD.Pro V2024 build 24.00.02.354
| 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-1484993 | Incorrect Zone Loading on Members with Beta Angle | 1 - Critical | 23.00.00.345 | 25.00.00.539 |
| A-1617236 | Incorrect Re-Initialization of Some Steel Design Parameters | 1 - Critical | 24.00.00.577 | 25.00.00.539 |
| A-1568149 | Mass overestimation due to improper load placement in dynamic load | 1 - Critical | 20.07.08.20 | 25.00.00.539 |
| A-1674513 | AISC 360-16/22: Incorrect interaction ratio reported when both H1.1 and H1.3 apply | 1 - Critical | 21.00.01.12 | 25.00.00.539 |
| A-1667479 | IS800-2007 (LSD): Incorrect λLT Calculation for Wide Flange Profiles | 1 - Critical | 20.07.06.23 | 25.00.00.539 |
| A-1674510 | AS 4100: Incorrect bi-axial interaction check when axial limit governs (Clause 8.4.5) | 1 - Critical | 20.07.04.12 | 25.00.00.539 |
| A-1684835 | GB50017-2017: UPT Wide Flange Profile | 2 - High | 24.00.02.354 | 25.00.00.539 |
| A-1708628 | AISC 360-16/22 : Double Channel Front-to Front specification | 2 - High | 21.00.01.12 | Known Issue |
| A-1708762 | Mexican Legacy Database | 2 - High | 20.07.04.12 | Known Issue |
| A-1716778 | EN 1993-1-1: Incorrect Section Classification | 1 - Critical | 20.07.06.23 | Known Issue |
| A-1716791 | EN 1993-1-1 2005 : Effective Section Properties of Wide Flange Sections | 1 - Critical | 23.00.02.361 | Known Issue |
| A-1717898 | EN 1993-1-1: Wide Flange with SET Z UP | 1 - Critical | 24.00.00.577 | Known Issue |