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API Bull 2INT-MET-2007 errata-2007 is an official bulletin issued by the American Petroleum Institute (API) that provides interim guidance for the use of API Recommended Practice 2A-WSD (Working Stress Design) in the design of fixed steel offshore structures located in moderate environments. The original bulletin, published in 2007, was developed to address design scenarios where environmental loads—such as waves, winds, and currents—are less severe than those typically considered in the full provisions of API RP 2A-WSD. The accompanying errata, also dated 2007, introduces corrections and clarifications to ensure the bulletin’s technical content remains accurate and consistent with current industry practice.
The primary purpose of the errata is to rectify editorial errors, update cross-references, and adjust certain design parameters that were either misprinted or superseded by newer data. Adopting the errata is essential for any engineer or organization relying on the original 2007 bulletin, as the corrected version supersedes the previous release.
API Bull 2INT-MET-2007 errata-2007 addresses several technical elements that directly influence the structural design process. These include definitions of moderate environments, load combination factors, resistance factors for tubular joints and foundations, and inspection criteria. The errata provides specific numerical adjustments and textual amendments.
| Parameter | Original Bulletin (Pre-Errata) | Errata (2007) | Remarks |
|---|---|---|---|
| Significant wave height (Hs) for moderate environment | Hs ≤ 6.1 m | Hs ≤ 6.5 m | Updated to reflect measured data from West Africa |
| Wind speed reference height | 10 m elevation | 10 m elevation (no change) | Editorial only; reference re-clarified |
| Load combination factor for operating + environmental | 1.0 | 0.9 | Reduced to account for lower probability of concurrent extremes |
| Resistance factor for pile axial capacity | 0.80 | 0.85 | Increased slightly based on updated reliability analysis |
| Inspection interval for primary structural members | 5 years | 5 years (no change) | Errata clarifies that secondary members may follow a 10-year interval |
The errata also corrects the notation in several formulas in the original bulletin, notably those related to tubular joint punching shear and foundation stiffness. Engineers should verify that any design software or spreadsheet used with the original bulletin has been updated to reflect the errata’s values.
Implementing API Bull 2INT-MET-2007 errata-2007 involves a systematic review of the original bulletin and the deployment of the corrected provisions in new designs. For ongoing projects, the errata should be incorporated as soon as possible, ideally before the start of detailed engineering or fabrication.
API Bull 2INT-MET-2007 errata-2007 is a voluntary industry bulletin, not a mandatory code. However, it may be referenced in contractual documents or accepted by regulatory authorities such as the Bureau of Safety and Environmental Enforcement (BSEE) in the United States or equivalent international bodies. Compliance with the bulletin does not automatically satisfy all API RP 2A-WSD requirements; it is a supplement intended for specific moderate-environment applications.
This article is published under the International Standards Documentation Project, 2026.