{"id":488343,"date":"2024-11-05T12:19:23","date_gmt":"2024-11-05T12:19:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/api-rp-2a-lrfd-2019\/"},"modified":"2024-11-05T12:19:23","modified_gmt":"2024-11-05T12:19:23","slug":"api-rp-2a-lrfd-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/api\/api-rp-2a-lrfd-2019\/","title":{"rendered":"API RP 2A-LRFD-2019"},"content":{"rendered":"

This document provides requirements for the design, fabrication, transportation, installation, modification, and structural integrity management for the topsides structure for an oil and gas platform; API 2TOP complements API 2A-WSD, API 2A-LRFD, ISO 19903, API 2FPS, API 2T, ISO 19905-1, and API 2N, which give requirements for various forms of substructures. It is based on ISO 19901-3:2010 (Corrected version, 15-Dec-2011) and is consistent with ISO 19901-3:2014 to the fullest extent possible and modified only where needed for API purposes. Requirements in this standard concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure. <\/p>\n

The actions on the topsides structure and structural components are derived from this document and where necessary, in combination with API, other international standards and the ISO 19900 series. The resistances of structural components of the topsides structure are determined by the use of international or national building codes, as specified in this document. If the topsides structure is integrated with the supporting substructure to help resist global platform forces, the requirements of this standard are supplemented with applicable requirements of the associated substructure such as API 2A-LRFD for fixed steel structures and API 2FPS for floating structures. This document is applicable to: <\/p>\n