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API SPEC 7-1: Rotary Drill Stem Elements

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342

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API SPEC 7-1: Rotary Drill Stem Elements: Errata 2

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0

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ISO 5267-2:2025 Pulps – Determination of drainability – Part 2: “Canadian Standard” freeness method

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182

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MSS SP-106-2025: Cast Copper Alloy Flanges and Flanged Fittings: Class 125, 150, and 300

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174

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API 5L8: Field Inspection of New Line Pipe

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240

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API RP 13B-2: Field Testing Oil-based Drilling Fluids

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388

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API RP 13B-2: Field Testing Oil-based Drilling Fluids: Errata 1

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API TR 2WSIM: Weathervaning System Integrity Management

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API 570: Piping Inspection Code: In service Inspection, Rating, Repair, and Alteration of Piping Systems

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359

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API STD 2RD

API STD 2RD: Dynamic Risers for Floating Installations

CDN $551.00

This publication was last reviewed and confirmed in 2025.

Description

This document addresses structural analysis procedures, design guidelines, component selection criteria and typical designs for all new riser systems used on FPSs. Guidance is also given for developing load information for the equipment attached to the ends of the risers. The recommended practice for structural design of risers, as reflected in this document, is generally based on the principles of limiting stresses in the risers and related components under normal, extreme, and accidental conditions. This document assumes that the risers will be made of steel or titanium pipe or unbonded flexible pipe. However, other materials, such as aluminum, are not excluded if risers built using these materials can be shown to be fit for purpose. Design considerations for unbonded flexible pipe are included primarily by reference to API RP 17B and API Spec 17J.

Edition

3

Published Date

2025-10-17

Status

Current

Pages

126

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This document addresses structural analysis procedures, design guidelines, component selection criteria and typical designs for all new riser systems used on FPSs. Guidance is also given for developing load information for the equipment attached to the ends of the risers. The recommended practice for structural design of risers, as reflected in this document, is generally based on the principles of limiting stresses in the risers and related components under normal, extreme, and accidental conditions. This document assumes that the risers will be made of steel or titanium pipe or unbonded flexible pipe. However, other materials, such as aluminum, are not excluded if risers built using these materials can be shown to be fit for purpose. Design considerations for unbonded flexible pipe are included primarily by reference to API RP 17B and API Spec 17J.

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