ASME Guide for Gas Transmission and Distribution Piping by American Society of Mechanical Engineers

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By American Society of Mechanical Engineers

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Extra info for ASME Guide for Gas Transmission and Distribution Piping Systems, 1983

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Recommended Practice for Hydrostatic Testing of Pipelines in Place ............... Preparation of Technical Inquiries to the ASME Code for Pressure Piping, B3 1 .......................................................................... Nomenclature for Figures ........................................................ Scope Diagrams ................................................................ vi 114 116 116 116 116 116 117 117 119 123 125 127 129 135 141 143 145 153 157 159 161 169 171 173 175 I79 S T D - A S M E B31-8-ENGL 2999 0759b70 Ob27050 235 FOREWORD Because of the wide field involved, between 30 and 40 different engineering societies, government bureaus, trade associations, institutes, and similar organizations have had one or more representatives on the sectional committee, plus a few “members at large” to represent general interests.

8a-2000 )*Oo TABLE ~ 8 4 2 . 90 Sh S F I S T sh = (pi - pel D where D = nominal outside diameter of pipe, in. 22 P, = external pressure, psi Pi = internal design pressure, psi S = specified minimum yield strength, psi Sh = hoop stress, psi T = temperature derating factor from Table [Note (113 b NOTE: (1)The wall thickness used in the calculation of combined stress for platform piping and risers shall be based upon specified minimum wall thickness, including manufacturing, corrosion, and erosion allowances.

Clamps and supports shall be designed in accordance with the requirements of API RP 2A, Section 3. Clamp and support design shall consider the corrosive effects of moisture retaining gaps and crevices and galvanically dissimilar metals. 23 Alternate Design for Strain. , fault movement along the pipeline route or differential subsidence along the line) or pipe sag before support contact, the longitudinal and combined stress limits need not be used as a criterion for safety against excessive yielding, so long as the consequences of yielding are not detrimental to the integrity of the pipeline.

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