49 CFR �� 192 113 Longitudinal joint factor E for steel

49 CFR �� 192 113 Longitudinal joint factor E for steel

[Code of Federal Regulations] [Title 49, Volume 3] TITLE 49 CFR �� 192 113 Longitudinal joint factor E for steel

192.105 Design formula for steel pipe. 192.107 Yield strength (S) for steel pipe. 192.109 Nominal wall thickness (t) for steel pipe. 192.111 Design factor (F) for steel pipe. 192.113 Longitudinal joint factor (E) for steel pipe. 192.115 Temperature derating factor (T) for steel pipe. 192.117 [Reserved] 192Table of Contents Title 43 NATURAL RESOURCES Natural §909. Nominal Wall Thickness (t) for Steel Pipe [49 CFR 192.109] 49 CFR �� 192 113 Longitudinal joint factor E for steel .. 88 §911. Design Factor (F) for Steel Pipe [49 CFR 192.111] 49 CFR �� 192 113 Longitudinal joint factor E for steel .. 88 §912. Additional Design Requirements for Steel Pipe Using Alternative Maximum Allowable Operating Pressure.TO ADDRESS THIS DESIGN ISSUE:THE PIPELINE SEGMENT MUST MEET THESE ADDITION(a) General standards for the steel pipe(1) The plate, skelp, or coil used for the pipe must be micro-all(b) Fracture control(1) The toughness properties for pipe must address the potent(c) Plate/coil quality control(1) There must be an internal quality management program a(d) Seam quality control(1) There must be a quality assurance program for pipe seam 39 rows on govregs49 CFR § 192.105 - Design formula for steel pipe. CFR 49 CFR �� 192 113 Longitudinal joint factor E for steel 49 CFR § 192.105 - Design formula for steel pipe. CFR ; prev next 49 CFR �� 192 113 Longitudinal joint factor E for steel E = Longitudinal joint factor determined in accordance with § 192.113. T = Temperature derating factor determined in accordance with § 192.115. (b) 49 CFR �� 192 113 Longitudinal joint factor E for steel

Specified Minimum Yield Strength - an overview 49 CFR �� 192 113 Longitudinal joint factor E for steel

CFR denotes US Code of Federal Regulations. The design factors defined in Table 2.2 are consistent with these regulations, as discussed below All three CFRs require hoop stress design factor 0.72 for the pipeline part. 30 CFR 250 and 49 CFR 195 require the design factor 0.60, while 49 CFR 192 requires the factor be 0.50 for risers.Pipeline and Hazardous Materials Safety Administration 49 CFR �� 192 113 Longitudinal joint factor E for steel 192.109 Nominal wall thickness (t) for steel pipe. 192.111 Design factor (F) for steel pipe. 192.112 Additional design requirements for steel pipe using alternative maximum al-lowable operating pressure. 192.113 Longitudinal joint factor (E) for steel pipe. 192.115 Temperature derating factor (T) for steel pipe. 192.117 [Reserved] 192.119 49 CFR �� 192 113 Longitudinal joint factor E for steel MAOP Verification for Natural Gas Pipelines§192.105 - Design of Steel Pipe P = Design Pressure S = Yield Strength D = Outside Diameter t = Wall Thickness F = Design factor - §192.111 E = Longitudinal joint factor - §192.113 T = Temperature de-rating factor - §192.115 P = (2St/D)(F)(E)(T)

Section XIII-915 - Temperature Derating Factor (T) for 49 CFR �� 192 113 Longitudinal joint factor E for steel

Read Section XIII-915 - Temperature Derating Factor (T) for Steel Pipe [49 CFR 192.115], La. Admin. Code tit. 43 § XIII-915, see flags on bad law, and search Casetexts comprehensive legal databaseSection XIII-915 - Temperature Derating Factor (T) for 49 CFR �� 192 113 Longitudinal joint factor E for steel Read Section XIII-915 - Temperature Derating Factor (T) for Steel Pipe [49 CFR 192.115], La. Admin. Code tit. 43 § XIII-915, see flags on bad law, and search Casetexts comprehensive legal database

SPECIFICATIONPIPE CLASSLONGITUDINAL JOINT FACTOR (E)ASTM A 53/A53MSeamless1.00ASTM A 106Seamless1.00ASTM A 333/A 333MSeamless1.00ASTM A 381Double submerged arc welded1.00 18 rows on law.cornell.edu49 CFR § 192.113 Longitudinal joint factor (E) for steel 49 CFR �� 192 113 Longitudinal joint factor E for steel

192.113 Longitudinal joint factor (E) for steel pipe. § 192.113 Longitudinal joint factor (E) for steel pipe. The longitudinal joint factor to be used in the design formula in § 192.105 is determined in accordance with the following table:SPECIFICATIONPIPE CLASSLONGITUDINAL JOINT FACTOR (E)ASTM A 53/A53MSeamless1.00ASTM A 106Seamless1.00ASTM A 333/A 333MSeamless1.00ASTM A 381Double submerged arc welded1.00 18 rows on govregs49 CFR 192.111 - Design factor (F) for steel pipe.39 rows§ 192.113 - Longitudinal joint factor (E) for steel pipe. The longitudinal joint factor to be SOUTHERN CALIFORNIA GAS COMPANY PG&ES 851 The pipe class of the longitudinal joint of the segment, as identified in 49 CFR 192.113. m. JOINTFACTOR. The longitudinal joint factor of the segment, as identified in 49 CFR 192.113. n. INSTALLDATE. The year in which the segment was installed. o. TESTPRESSURE. The pressure to which the segment was pressure tested. p. TESTSTANDARD. The 49 CFR �� 192 113 Longitudinal joint factor E for steel

SOUTHERN CALIFORNIA GAS COMPANY PG&ES 851

The pipe class of the longitudinal joint of the segment, as identified in 49 CFR 192.113. m. JOINTFACTOR. The longitudinal joint factor of the segment, as identified in 49 CFR 192.113. n. INSTALLDATE. The year in which the segment was installed. o. TESTPRESSURE. The pressure to which the segment was pressure tested. p. TESTSTANDARD. The 49 CFR �� 192 113 Longitudinal joint factor E for steel SAN DIEGO GAS & ELECTRIC COMPANY SOUTHERN longitudinal joint factor contrary to that specified in 49 CFR § 192.113 and thus contrary to the required calculation to determine design pressure for steel pipe in accordance with 49 CFR § 192.105. ORAs request that Applicants do so seeks information not relevant to the scope ofSAN DIEGO GAS & ELECTRIC COMPANY SOUTHERN e. Fill out column H with the Longitudinal Joint Factor from 49 Code of Federal Regulations 192.113 based on the Joint Type Specification from 49 CFR 192.113 and the Joint Type (Pipe Class) from 49 CFR 192.113) columns. f. Fill out column I with the Longitudinal Joint Factor provided in

SAN DIEGO GAS & ELECTRIC COMPANY SOUTHERN

§ 192.105. 49 CFR § 192.113 prescribes use of a 1.0 longitudinal joint factor for electric flash-welded (EFW) and electric resistance welded (ERW). The use of a 0.8 longitudinal joint factor to determine design pressure for Line 1600 segments under 49 CFR § 192.105 would be incorrect. SDGE-2 Prepared Direct Testimony of Travis Sera in noSAN DIEGO GAS & ELECTRIC COMPANY SOUTHERN § 192.105. 49 CFR § 192.113 prescribes use of a 1.0 longitudinal joint factor for electric flash-welded (EFW) and electric resistance welded (ERW). The use of a 0.8 longitudinal joint factor to determine design pressure for Line 1600 segments under 49 CFR § 192.105 would be incorrect. SDGE-2 Prepared Direct Testimony of Travis Sera in noPresented by Mary Zanter, Pipeline Safety Program 192.11 Petroleum Gas Systems. ANSI/NFPA to NFPA 192.55 Steel Pipe . API Specification 5L to API Spec 5L 192.112 Additional design requirement for steel pipe using alternative maximum allowable operating pressure. 192.113 Longitudinal joint factor (E) for steel pipe. 192.145 Valves . API 6D to ANSI/API Spec 6D

Pipeline and Hazardous Materials Safety Administration 49 CFR �� 192 113 Longitudinal joint factor E for steel

192.109 Nominal wall thickness (t) for steel pipe. 192.111 Design factor (F) for steel pipe. 192.112 Additional design requirements for steel pipe using alternative maximum al-lowable operating pressure. 192.113 Longitudinal joint factor (E) for steel pipe. 192.115 Temperature derating factor (T) for steel pipe. 192.117 [Reserved] 192.119 49 CFR �� 192 113 Longitudinal joint factor E for steel PART 192-TRANSPORTATION OF NATURAL AND OTHER 192.111 Design factor (1') for steel pipe. 192.112 Additional design requirements for steel pipe using alternative maximum al­ lowable operating pressure. 192.113 Longitudinal joint factor tE) for steel pipe. 192.115 Temperature derating factor (:n for steel pipe. 192.117 [Reserved] 192.119 (Reserved] 398PART 192-TRANSPORTATION OF NATURAL AND OTHER 192.111 Design factor (1') for steel pipe. 192.112 Additional design requirements for steel pipe using alternative maximum al­ lowable operating pressure. 192.113 Longitudinal joint factor tE) for steel pipe. 192.115 Temperature derating factor (:n for steel pipe. 192.117 [Reserved] 192.119 (Reserved] 398

OF IPELINE AND HAZARDOUS MATERIALS SAFETY

192.107 Yield strength (S) for steel pipe. 192.109 Nominal wall thickness (t) for steel pipe. 192.111 Design factor (F) for steel pipe. 192.112 Additional design requirements for steel pipe using alternative maxi-mum allowable operating pressure. 192.113 Longitudinal joint factor (E) for steel pipe. 192.115 Temperature derating factor (T) for 49 CFR �� 192 113 Longitudinal joint factor E for steel New Gas Pipe Construction Standards June 2016318 LONGITUDINAL JOINT FACTOR (E) FOR STEEL PIPE 49 CFR �� 192 113 Longitudinal joint factor E for steel .. 21 319 TEMPERATURE DERATING FACTOR (T) FOR 49 CFR �� 192 113 Longitudinal joint factor E for steel 49 801 SCOPE 49 CFR �� 192 113 Longitudinal joint factor E for steel 191, 192, and 199 NOTICE OF AMENDMENT CERTIFIED MAIL - RETURN E = Longitudinal joint factor determined in accordance with §192.113. T = temperature derating factor determined in accordance with §192.115. §192.107 Yield strength (S) for steel pipe.

NOTICE OF AMENDMENT CERTIFIED MAIL - RETURN

E = Longitudinal joint factor determined in accordance with §192.113. T = temperature derating factor determined in accordance with §192.115. §192.107 Yield strength (S) for steel pipe.MAOP Verification for Natural Gas Pipelines§192.105 - Design of Steel Pipe P = Design Pressure S = Yield Strength D = Outside Diameter t = Wall Thickness F = Design factor - §192.111 E = Longitudinal joint factor - §192.113 T = Temperature de-rating factor - §192.115 P = (2St/D)(F)(E)(T)Guide for Gas Transmission, Distribution and Gathering 49 CFR �� 192 113 Longitudinal joint factor E for steel American Gas Association 400 N. Capitol St., NW Washington, DC 20001 Michael Bellman GPTC Secretary (202) 824-7183 February 19, 2019 . Dear Guide Purchaser, . Enclosed is Addendum to ANSI GPTC Z380.1, 2 Guide for Gas Transmission, Distribution and Gathering Piping Systems, 2018 Edition. Addenda are formatted to enable the replacement of pages

Federal Register : Pipeline Safety Grant of Waiver 49 CFR �� 192 113 Longitudinal joint factor E for steel

TPI petitioned RSPA/OPS for a waiver from compliance with the gas pipeline safety regulations at 49 CFR 192.113 to allow it to employ a 1.0 longitudinal joint factor (LJF) for austenitic stainless steel pipe. TPI requested the waiver because it intends to install a 96 mile, 24-inch diameter, X65 steel, standard API 5L compliant interstate 49 CFR �� 192 113 Longitudinal joint factor E for steel B L A N KPart 192 Subpart E 192.225 TR 17-08 129/130 129/130 Subpart G 192.321 TR 15-01, TR 17-41 165/166 165/166 Subpart H 192.381 TR 18-09 195/196 195/196 Subpart L 192.617 TR 16-20, TR 18-18 309/310, 311/312 309/310, 311/312 192.620 TR 15-12 321/322, 323/324 321/322, 323/324B L A N KPart 192 Subpart E 192.225 TR 17-08 129/130 129/130 Subpart G 192.321 TR 15-01, TR 17-41 165/166 165/166 Subpart H 192.381 TR 18-09 195/196 195/196 Subpart L 192.617 TR 16-20, TR 18-18 309/310, 311/312 309/310, 311/312 192.620 TR 15-12 321/322, 323/324 321/322, 323/324

Atmos Gathering Company

Oct 09, 2009Design factor (F) for steel pipe Section does not provide design factors for RTP. Longitudinal joint factor (E) for Section does not apply to RTP. Factors not steel pipe. listed for RTP, joints, or end fittings. 192.221 1 Subpart E -welding 192.455 I External corrosion control Buried I Although cathodic protection systems are notARKANSAS PUBLIC SERVICE COMMISSIONarkansas . public service commission . arkansas gas pipeline code . for . design, construction, operation . inspection and maintenance . of natural gas systemsA-34 - Piping Design and Test RequirementsE = longitudinal joint factor determined according to 49 CFR 192.113 T = temperature derating factor determined according to 49 CFR 192.115 D. Pressure ratings for fittings, valves, and other piping components shall be equal to or greater than the design pressure established for the piping system. E. Initial Construction

49 CFR Subpart C - Pipe Design CFR US Law LII 49 CFR �� 192 113 Longitudinal joint factor E for steel

§ 192.111 Design factor (F) for steel pipe. § 192.112 Additional design requirements for steel pipe using alternative maximum allowable operating pressure. § 192.113 Longitudinal joint factor (E) for steel pipe. § 192.115 Temperature derating factor (T) for steel pipe. §§ 192.117-192.119 [Reserved] § 192.121 Design of plastic pipe.49 CFR 192.113 - Longitudinal joint factor (E) for steel pipe.18 rowsView all text of Subpart C [§ 192.101 - § 192.127] § 192.113 - Longitudinal joint factor (E) 49 CFR 192.105 - Design formula for steel pipe.F = Design factor determined in accordance with § 192.111. E = Longitudinal joint factor determined in accordance with § 192.113. T = Temperature derating factor determined in accordance with § 192.115. (b) If steel pipe that has been subjected to cold expansion to meet the SMYS is subsequently heated, other than by welding or stress 49 CFR �� 192 113 Longitudinal joint factor E for steel

49 CFR § 192.113 - Longitudinal joint factor (E) for steel 49 CFR �� 192 113 Longitudinal joint factor E for steel

18 rows§ 192.113 Longitudinal joint factor (E) for steel pipe. The longitudinal joint factor to be used in the design formula in § 192.105 is determined in 49 CFR § 192.107 - Yield strength (S) for steel pipe 49 CFR �� 192 113 Longitudinal joint factor E for steel § 192.107 Yield strength (S) for steel pipe. (a) For pipe that is manufactured in accordance with a specification listed in section I of appendix B of this part, the yield strength to be used in the design formula in § 192.105 is the SMYS stated in the listed specification , if that value is known.49 CFR § 192.105 Design formula for steel pipe - Code of 49 CFR �� 192 113 Longitudinal joint factor E for steel If this is unknown, it is determined in accordance with § 192.109. Additional wall thickness required for concurrent external loads in accordance with § 192.103 may not be included in computing design pressure. F = Design factor determined in accordance with § 192.111. E = Longitudinal joint factor determined in accordance with § 192.113.

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