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API SPEC 14L: Lock Mandrels and Landing Nipples : Reaffirmed

$

273

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API SPEC 20F: Corrosion Resistant Bolting for Use in the Petroleum and Natural Gas Industries : Reaffirmed

$

169

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API TR 5NCL Nickel Content Limits for API 5CT Sour Service Products

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149

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API SPEC 19ICD: Inflow Control Devices : Reaffirmed

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189

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API MPMS CH 23.2: Reconciliation of Liquid Tank Car(s) Quantities : Reaffirmed

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218

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API SPEC 16A: Specification for Drill-through Equipment

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322

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API RP 13B-2: Field Testing Oil-based Drilling Fluids wA1

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388

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API TR 6AF

API TR 6AF: Errata 1

CDN $0.00

SKU: 2b27e476e00c Category:

Description

This technical report presents the results of analysis work done in to establish the load capacity of all flanges give in the April 1986 editions of API 6A and API 6AB. A total of 69 different geometries were analyzed initially. The various loads considered were bolt makeup (preload), internal pressure, tension, and bending moment. All flanges were analyzed with an axisymmetric finite model for each of the four load cases. A post-processor program was written to calculate the maximum moment capacity for various levels of pressure and tension, based on linear superposition of results. Three different criteria were used to establish the maximum moment: 1. ASME Section VIII, Division 2 allowable stress categories for the flange with the basic membrane stress allowable established by API; 2. Allowable bolt stresses as established by API; and, 3. Loss of preload on the ring joint. The results of this post-processing are presented in plots of pressure vs. allowable moment for variou

Edition

3

Published Date

2017-03-31

Status

Current

Pages

1

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This technical report presents the results of analysis work done in to establish the load capacity of all flanges give in the April 1986 editions of API 6A and API 6AB. A total of 69 different geometries were analyzed initially. The various loads considered were bolt makeup (preload), internal pressure, tension, and bending moment. All flanges were analyzed with an axisymmetric finite model for each of the four load cases. A post-processor program was written to calculate the maximum moment capacity for various levels of pressure and tension, based on linear superposition of results. Three different criteria were used to establish the maximum moment: 1. ASME Section VIII, Division 2 allowable stress categories for the flange with the basic membrane stress allowable established by API; 2. Allowable bolt stresses as established by API; and, 3. Loss of preload on the ring joint. The results of this post-processing are presented in plots of pressure vs. allowable moment for variou

Previous Editions

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