ASME B36.10M-2018 Welded and Seamless Wrought Steel Pipe

ASME B36.10M-2018 B36.10M-2018 (Revision of ASME B36.10M-2015)

Welded and Seamless Wroug Wr ought ht Steel Pipe

A N A M E R I C A N N A T I O N A L S T A N D A R D

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ASME B36.10M-2018 (Revision of ASME B36.10M-2015)

Welded and Seamless Wrought Steel Pipe















Date of Issuance: October 12, 2018

This Standard will be revised when the Society approves the issuance of a new edition. Periodically certain actions of the the ASME B32 Committee Committee may be published published as Cases. Cases are published published on the ASME website under the B32 Committee Page at http://go.asme.org/B32committee as they are issued. Errata to codes and standards may be posted on the ASME website under the Committee Pages to provide corrections to incorr incorrect ectly ly publi publish shed ed items,or items,or to correc correctt typogr typograph aphica icall or gramma grammatic tical al errorsin errorsin codes codes andstandard andstandards. s. Such Such errata errata shall shall be used used on the date posted. The B32 Committee Page can be found at http://go.asme.org/B32committee. There is an option available to automatically receive an e-mail notification when errata are posted to a particular code or standard. This option can be found on the appropriate Committee Page after selecting “Errata” in the “Publication Information ” section.

ASME is the registered trademark of the American Society of Mechanical Engineers. This code or standardwas standardwas developedunder developedunder procedur procedures es accredit accredited ed as meeting meeting the criteriafor criteriafor American American NationalStandar NationalStandards. ds. The Standard Standardss Committ Committee ee thatapproved thatapproved the codeor standardwas standardwas balancedto balancedto assure assure thatindividualsfrom thatindividualsfrom competen competentt and concerne concerned d interest interestss havehad an opportun opportunity ity to participat participate. e. The proposed proposed code or standardwas standardwas made made available available for public public review and comment comment that provides provides an opportun opportunity ity for additional public input from industry, academia, regulatory agencies, and the public-at-large. ASME does not “approve,” “rate,” or “endorse” any item, construction, proprietary device, or activity. ASME does not take any position with respect to the validity of any patent rights asserted in connection with any items mentioned in this document document,, and does not undertak undertake e to insure insure anyone anyone utilizin utilizing g a standardagainstliabilit standardagainstliability y for infringem infringement ent of any applicab applicable le letters letters patent, patent, nor assume assume any suchliability suchliability.. Users Users of a codeor standardare standardare expresslyadvisedthat expresslyadvisedthat thedeterminati thedetermination on of thevalidity thevalidity of any suchpatentrights,and the risk of infringement of such rights, is entirely their own responsibility. Participation by federal agency representative(s) or person(s) affiliated with industry is not to be interpreted as government or industry endorsement of this code or standard. ASME accepts responsibility for only those interpretations of this document issued in accordance with the established ASME procedures and policies, which precludes the issuance of interpretations by individuals. No part of this document may be reproduced in any form, in an electronic retrieval system or otherwise, without the prior written permission of the publisher.















CONTENTS Foreword

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Committee Roster

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Correspondence With the B32 Committee

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Wall Thickness

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Weights/Masses

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Permissible Variations

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Pipe Threads

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Wall-Thickness Designations

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Wall-Thickness Selection

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Materials

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Size

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Scope

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iv vi vii 1 1 1 1 1 1 1 1 2

Table 2-1

Dimension Dimensionss and Weights Weights (Masses) (Masses) of Welded Welded and Seamless Seamless Wrought Wrought Steel Pipe

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3















FOREWORD In March 1927, the American Standards Association (ASA) authorized the organization of a Sectional Committee on Standardization of Dimensions Dimensions and Material of Wrought Steel and Wrought Iron Pipe and Tubing for the purpose of unifying the standards of these commodities in force in this country. The American Society for Testing and Materials (ASTM)and (ASTM)and TheAmericanSocie TheAmericanSociety ty of Mechan Mechanica icall Engine Engineers(ASME ers(ASME)) were were desig designat nated ed as spons sponsors ors,, andthe first first meetin meeting g of the Sectional Committee was held in Pittsburgh, Pennsylvania, on May 18, 1928. Thedimensio Thedimensions ns of commer commercia ciall pipe pipe in genera generall usein theUnited theUnited States States,, at thetime,conforme thetime,conformed d rather rather genera generallyto llyto those those recomm recommend ended ed by the ASME ASME Commit Committee tee on Stand Standard ard Pipe Pipe and Pipe Pipe Threads Threads publis published hed in 1886 1886 (ASME (ASME Transa Transacti ctions ons,, Vol. Vol. VIII VIII,, p. 29). 29). On thes these e stan standa dard rds, s, an enor enormo mous us indu indust stry ry has has been been buil builtt and and the the sati satisf sfac acto tory ry use use of this this prod produc uctt prov proves es the the soundness of the original design and specification. Increasingly severe service demands, at the time of the Committee’s organization, had been met by using the nearest available pipe or tubing for heavier sections such as casing and mechanical tubing, with r esulting uneconomical multiplicity of wall thicknesses. Subsequent Subsequently, ly, the Committee,with Committee,with the cooperatio cooperation n of the industry,complete industry,completed d a survey survey of existingpracticeas existingpracticeas the logical logical starti starting ng point point forthe develo developme pment nt of an America American n Standa Standard.From rd.From this this survey survey,, a table table wasdesigne wasdesigned d to provid provide e a select selection ion of wall wall thickn thickness esses es of pipe pipe to cover cover the power power piping piping requir requireme ementsof ntsof indust industry ry where where streng strength th to resist resist intern internal al pressu pressure re governs selection and was later expanded to include pipe diameters and thicknesses used in other industries. The original intent of the Committee was to establish a system of Sc hedule Numbers for pipe size/wall thickness combin combinati ationsthat onsthat would would have have an approx approxima imatel tely y unifor uniform m relati relations onship hip equal equal to 1,000 1,000 times times the P/S expression contained in the modified modified Barlow Barlow formula formula for pipe wall thickness thickness that was defined defined in the Appendix Appendix to this Standard. Standard. The resulting resulting Number Numberss depart departedso edso farfromexistingwall farfromexistingwall thickn thickness essesin esin commonuse commonuse that that theoriginalinte theoriginalintent nt couldnot couldnot be accomp accomplis lished hed.. The Schedule Numbers were then adopted strictly as a convenient designation system for use in ordering. In all cases, the designer must base his selection on the rules and allowable stresses set by the code that governs his particular particular constructi construction. on. The tableis dimension dimensionally ally complete complete for all sizes sizes andwall thicknesse thicknessess within within its scope, scope, but someof the larger larger,, heavie heavierr wall wall sectio sections ns are beyondthe beyondthe capabi capabilit lity y of seamle seamless ss mill mill produc productio tion n andmust be obtain obtained ed from from forged forged and bored billets or other sources. The first first issue issue of this this Stand Standard ard was design designate ated d America American n Standa Standard rd “tenta “tentativ tive” e” by ASA in Novemb November er 1935. 1935. Subseq Subsequen uent t slight revisions to the table and the footnotes of the dimensional tables were approved and the ASA c hanged the designation to American Standard; the date of ASA approval was April 28, 1939. Further revisions were made by the Sectional Committee. The list of specifications in the table was revised where necess necessary ary andslight revisi revisionsin onsin wall wall thickn thickness esses es of some some of the large large sizes sizes of the heavy heavy sched schedule uless were were made made where where P/S values were out of line. It wasthe hope hope in 1939 1939 that that thedesigna thedesignatio tion n ofpipeused commer commercia ciallyby llyby allindustryas allindustryas Standa Standard rd weight weight,, ExtraExtra-Str Strong ong,, and Double Extra-Strong would gradually be replaced by Schedule Number designation. However, owing to customs of over50 years’ years’ standing standing,, demand demand and productio production n of pipeto thesetraditional thesetraditional dimensio dimensions ns wasundiminished.Consequ wasundiminished.Consequently ently,, in response to a demand from users, accepted practice for dimensions and weights of commercial wrought steel and welded wrought iron pipe were added. These changes were designated an American Standard on February 23, 1950. Subcommittee No. 1 was reorganized in 1957. In addition to necessary editorial changes, a simplified format was selected for the tables of weights and dimensions to include and identify the sizes and weights of API Standards 5L and 5LX. 5LX. These These change changess to the Standa Standard rd were were approv approved ed and it was desig designat nated ed an America American n Standa Standard rd on Decemb December er 21, 1959. 1959. TheStandardwas TheStandardwas revise revised d in 1969 1969 to includ include e a unifor uniform m methodto methodto calcula calculate te theplainend weightof weightof steel steel pipe pipe andminor andminor adjustments were made in the tabulated weights of steel pipe to conform to this new method. Additional sizes and thickn esses of steel pipe that had come into common use were also added. Inasmuch as API Standard 5L no longerinclu longerincludedwroug dedwrought ht iron iron pipe, pipe, refere referenceto nceto that that Standa Standard rd wasdeleted wasdeleted.. Thesechang Thesechanges es to theStandardwereappro theStandardwereapproved ved















The Standard was revised in 1978 to include SI metric dimensions. The outside diameter and wall thicknesses were conver converted ted to milli millimet meters ers by multi multiply plying ing the inch inch dimens dimension ionss by 25.4. 25.4. Outsi Outside de diame diameter terss larger larger than than 16 in. were were rounde rounded d to thenearestmilli thenearestmillime meter ter,, andoutsidediam andoutsidediamete eters rs 16 in.and small smaller er were were rounde rounded d to thenearest0.1 thenearest0.1 mm. mm. Wall Wall thickn thickness esses es were rounded to the nearest 0.01 mm. These converted and rounded SI metric dimensions were added. A formula to calcu calculat late e the SI metricplainend metricplainend mass,in mass,in kilogr kilogram amss per meter meter,, using using SI metri metricc diame diameter terss andthicknes andthicknesse sess wasadded. wasadded. The The SI metric plain end mass was calculated and was added. These changes in the Standard were approved and it was designated an American National Standard on July 18, 1979. Further revisions were made in 1984. The American National Standards Institute (ANSI) designations, which are no longer longer in use, use, were were delete deleted, d, and the list list of speci specific ficati ations ons was was revis revised ed to agree agree with with curr current ent ASTM ASTM and API specif specific icati ations ons.. Addit Addition ional al sizes sizes and thick thicknes nesses ses that that had been been added added to API API specif specifica icatio tions ns were were added. added. That That editio edition n was appro approved ved as an American National Standard on August 19, 1985. The next edition included additional wall thicknesses and was approved by ANSI on August 24, 1995. The 1996 edition contained table revisions that included the addition of pipe sizes, changing some plain end weights andmasses, andmasses, identi identifyi fying ng metri metricc pipe pipe by thedimensio thedimensionle nless ss desig designat nator or DN,and elimin eliminati ating ng theAPI Speci Specific ficati ation on colum column n in one table. The 1996 edition was approved as an American National Standard on September 23, 1996. The 2000edition containe contained d revision revisionss to the density density for steel steel that was incorpor incorporated ated previous previously. ly. Other Other editoria editoriall changes changes to the sections were made. The 2000 edition was approved as an American National Standard on December 1, 2000. The The 2004 2004 editio edition n contai contained ned revisi revisions ons that that correc corrected ted the equati equation on for nomina nominall plain plain end weight weight and added added the missin missing g DN schedule numbers. The 2004 edition was approved as an American National Standard on June 23, 2004. The 2015 edition contained revisions to table notes and references. The 2015 edition was approved as an American National Standard on June 16, 2015. The2018 edition edition expands expands Tabl Table e 2-1 (form (formerl erly y Table Table 1) byadding byadding Schedu Schedule le 160 160 andDouble andDouble ExtraStron ExtraStrong g (XX (XXS) S) rowsfor rowsfor (DN 6), 6), NPS NPS 1 ∕ 4 (DN (DN 8), 8), and and NPS NPS 3 ∕ 8 (DN 10); 10); these these data data were were adapte adapted d from from ASME ASME B16.11 B16.11-2 -2011 011.. A plain plain end weigh weight t NPS 1 ∕ 8 (DN (mass)has (mass)has been been chang changedin edin Table2-1 anda numbe numberr of editor editorialrevi ialrevisio sions ns have have been been made made to Tabl Table e 2-1 and sect sections1 ions1,, 2, 5, 7, and 8 and 8.. The 2018 edition was approved as an American National Standard on September 6, 2018.

















ASME B32 COMMITTEE Metal and Metal Alloy Wrought Mill Product Nominal Sizes (The following is the roster of the Committee at the time of approval of this Standard.)

STANDARDS COMMITTEE OFFICERS F. W. Tatar, Chair A. R. Amaral, Secretary

STANDARDS COMMITTEE PERSONNEL A. R. Amaral, Amaral, The American Society of M echanical Engineers D. O. Bankston, Jr., Jr., Bechtel D. Frikken, Frikken, Becht Engineering Co. J. A. Gruber, Gruber, J A Gruber & Associates R. A. McLeod, McLeod, General Electric Co.

M. L. Nayyar, Nayyar, NICE A. P. Rangus, Rangus, Bechtel R. Reamy, Reamy, Turner Industries Group F. W. Tatar, Tatar, FM Global















CORRESPONDENCE WITH THE B32 COMMITTEE developed and maintained maintained with the intent to represent the consensus consensus of concerned General. ASME Standards are developed interests. As such, users of this Standard may interact with the Committee by requesting interpretations, proposing revisions or a case, and attending Committee meetings. Correspondence should be addressed to: Secretary, B32 Standards Committee The American Society of Mechanical Engineers Two Park Avenue New York, NY 10016-5990 http://go.asme.org/Inquiry Revisions ons are made made perio periodic dicall ally y to the Standa Standard rd to incorp incorpora orate te change changess that that appear appear necess necessary ary Proposing Proposing Revisions. Revisions. Revisi or desira desirable ble,, as demon demonstr strate ated d by the experi experienc ence e gained gained from from the applic applicati ation on of the Stand Standard ard.. Approv Approved ed revisi revisions ons will will be published periodically. The Committee welcomes proposals for revisions to this Standard. Such proposals should be as specific as possible, citing the paragraph number(s), the proposed wording, and a detailed description of the reasons for th e proposal, including any pertinent documentation. Cases may be issued issued to provid provide e altern alternati ative ve rules rules when when justif justified ied,, to permit permit early early implem implement entati ation on of Proposing Proposing a Case. Case. Cases an approv approved ed revisi revision on when when the need need is urgent, urgent, or to provid provide e rules rules not covere covered d by existi existing ng provis provision ions. s. Cases Cases are effect effective ive immediately upon ASME approval and shall be posted on the ASME Committee web page. Requests for Cases shall provide a Statement of Need and Background Information. The request should identify the Standard and the paragraph, figure, or table number(s), and be written as a Question and Reply in the same format as existing Cases. Requests for Cases should also indicate the applicable edition(s) of the Standard to which the proposed Case applies. Committee regularly holds meetings meetings and/or telephone telephone conferAttending Committee Meetings. The B32 Standards Committee ences ences that that areopen to thepublic. thepublic. Person Personss wishin wishing g to attendany attendany meetin meeting g and/ortelep and/ortelephon hone e confer conferenc ence e shouldconta shouldcontact ct the Secretary Secretary of the B32 StandardsCommitte StandardsCommittee. e. FutureCommittee FutureCommittee meeting meeting dates dates andlocationscan be found found on the Committee Committee Page at http://go.asme.org/B32committee. http://go.asme.org/B32committee.















INTENTIONALLY LEFT BLANK















ASME B36.10M-2018

WELDED AND SEAMLESS WROUGHT STEEL PIPE 1 SCOPE This Standard Standard covers covers the standardi standardizatio zation n of dimension dimensionss of weldedand weldedand seamle seamless ss wrough wroughtt steel steel pipe pipe forhigh or low temperatures and pressures. The word pipe is used, as distinguished from tube, to apply to tubular products of dimensions commonly used for pipeline and piping systems.

t = specifie specified d wall wall thickn thickness ess,, round rounded ed to the neares nearest t 0.001 in. W pe = nom inal plain end weight , round ed to the nearest 0.01 lb/ft

The nominal plain end mass, in kilograms per meter, is calculated using the following formula: M pe

2 SIZE The size of all pipe in in Table 2-1 is 2-1 is identified by the dimensionless designator nominal pipe size (NPS) [diamètre nominal (DN) ]. Pipe NPS 12 (DN 300) and smaller have outside diameters numerically larger than their corresponding sizes. In contrast, the outside diameters of tubes are numerically identical to the size number for all sizes. The manufacture of pipe NPS 1 ∕ (DN 6) to NPS 12 (DN 8 300), incl usive, is based on a standardized outsid e diameter (O.D.). This O.D. was originally selected so that that pipe pipe with with a stan standa dard rd O.D. O.D. and and havi having ng a wall wall thic thickn knes esss that was typical of the period would have an inside diameter (I.D.) approxi mately equal to the nominal size. Althoug h there is no such relation between the existing standard thickness — O.D. and nominal size — these nominal sizes and standard O.D.s continue in use as “standard.” The manufacture of pipe NPS 14 (DN 350) and larger proceeds on the basis of an O.D. correspondi ng to the nominal size.

3 MATERIAL MATERIALS S The dimensional dimensional standards standards for pipe pipe described described here are

=

0.0246615(D

t )t

where D = outside diameter to the nearest 0.1 mm for outside diameters that are 16 in. (406.4 mm) and smaller and to the nearest 1. 0 mm for outside diameters larger than 16 in. (406.4 mm) (the symbol D is to be used for O.D. only in mathematical equations or formulas) nominall plain plain end mass, mass, rounde rounded d to the neares nearest t M pe = nomina 0.01 kg/m t = = specifie specified d wall wall thickn thickness ess,, rounde rounded d to the neares nearest t 0.01 mm

6 PERMISSIBLE VARIATIONS VARIATIONS Variations in dimensions differ depending upon the method of manufacture employed in making th e pipe to the various specifications available. Permissible variations for dimensions are indicated in each specification.

7 PIPE THREADS Unless Unless otherwisespecifie otherwisespecified, d, the threads threads of threaded threaded pipe shall conform to ASME B1.20.1, Pipe Threads, General Purpose (Inch). Schedules 5 and 10 wall thicknesses do not permit















ASME B36.10M-2018

5L, Line Pipe. It was not considered practical to establish Schedule Numbers or new designations for them.

9 WALL-THICKNESS WALL-THICKNESS SELECTION SELECTION When When the select selection ion of wall wall thickn thickness ess depen depends ds primar primarily ily upon capacity to resist internal pressure under given conditions, the designer shall compute the exact value of wall thickness suitable for conditions for which the pipe is required, as prescrib ed in detail in the ASME Boiler and Pressure Vessel Code, ASME B31 Code for Pressure Piping, or other similar codes, whichever governs the construction. A thickness shall be selected from from Table 2-1 2-1 to suit the value computed to fulfill the conditions for which the pipe is desired.

















ASME B36.10M-2018

Table 2-1 Dimensions and Weights (Masses) of Welded and Seamless Wrought Steel Pipe Identification [Note (1) [Note (1)]]

Schedule No.

Outside Diameter, in. (mm)

…

10

0.405 (10.3)

0.049 (1.24)

0.19 (0.28)

∕ 8 (6)

…

30

0.405 (10.3)

0.057 (1.45)

0.21 (0.32)

1 ∕ 8 (6)

STD

40

0.405 (10.3)

0.068 (1.73)

0.24 (0.37)

1

XS

80

0.405 (10.3)

0.095 (2.41)

0.31 (0.47)

1

…

160

0.405 (10.3)

0.124 (3.15)

0.37 (0.56)

1

∕ 8 (6)

XXS

…

0.405 (10.3)

0.190 (4.83)

0.44 (0.65)

1 ∕ 4 (8)

NPS (DN) 1 ∕ 8 (6) 1

∕ 8 (6) ∕ 8 (6)

Wall Thickness, in. (mm)

Plain End Weight (Mass), lb/ft (kg/m)

…

10

0.540 (13.7)

0.065 (1.65)

0.33 (0.49)

1

…

30

0.540 (13.7)

0.073 (1.85)

0.36 (0.54)

1

STD

40

0.540 (13.7)

0.088 (2.24)

0.43 (0.63)

1

XS

80

0.540 (13.7)

0.119 (3.02)

0.54 (0.80)

1

…

160

0.540 (13.7)

0.145 (3.68)

0.61 (0.91)

1

XXS

…

0.540 (13.7)

0.238 (6.05)

0.77 (1.41)

∕ 4 (8) ∕ 4 (8) ∕ 4 (8) ∕ 4 (8) ∕ 4 (8) 3 ∕ 8 (10)

…

10

0.675 (17.1)

0.065 (1.65)

0.42 (0.63)

3

…

30

0.675 (17.1)

0.073 (1.85)

0.47 (0.70)

3

STD

40

0.675 (17.1)

0.091 (2.31)

0.57 (0.84)

3

∕ 8 (10)

XS

80

0.675 (17.1)

0.126 (3.20)

0.74 (1.10)

3 ∕ 8 (10)

…

160

0.675 (17.1)

0.158 (4.01)

0.87 (1.29)

3 ∕ 8 (10)

XXS

…

0.675 (17.1)

0.252 (6.40)

1.14 (1.69)

5

0 840 (21 3)

0 065 (1 65)

0 54 (0 80)

∕ 8 (10) ∕ 8 (10)

1 ∕ (15)















ASME B36.10M-2018

Table 2-1 Dimensions and Weights (Masses) of Welded and Seamless Wrought Steel Pipe (Cont’d) NPS (DN) 1 1 ∕ 4 (32)

Identification [Note (1) [Note (1)]]

Schedule No.




STD

40

1.660 (42.2)

0.140 (3.56)

2.27 (3.39)

1

XS

80

1.660 (42.2)

0.191 (4.85)

3.00 (4.47)

1

…

160

1.660 (42.2)

0.250 (6.35)

3.77 (5.61)

1

1 ∕ 4 (32)

XXS

…

1.660 (42.2)

0.382 (9.70)

5.22 (7.77)

1 1 ∕ 2 (40)

1 ∕ 4 (32) 1 ∕ 4 (32)

…

5

1.900 (48.3)

0.065 (1.65)

1.28 (1.90)

1

…

10

1.900 (48.3)

0.109 (2.77)

2.09 (3.11)

1

…

30

1.900 (48.3)

0.125 (3.18)

2.37 (3.53)

1

STD

40

1.900 (48.3)

0.145 (3.68)

2.72 (4.05)

1

1 ∕ 2 (40)

XS

80

1.900 (48.3)

0.200 (5.08)

3.63 (5.41)

1 1 ∕ 2 (40)

…

160

1.900 (48.3)

0.281 (7.14)

4.86 (7.25)

1 1 ∕ 2 (40)

XXS

…

1.900 (48.3)

0.400 (10.15)

6.41 (9.55)

2 (50)

…

5

2.375 (60.3)

0.065 (1.65)

1.61 (2.39)

2 (50)

…

…

2.375 (60.3)

0.083 (2.11)

2.03 (3.03)

2 (50)

…

10

2.375 (60.3)

0.109 (2.77)

2.64 (3.93)

2 (50)

…

30

2.375 (60.3)

0.125 (3.18)

3.01 (4.48)

2 (50)

…

…

2.375 (60.3)

0.141 (3.58)

3.37 (5.01)

2 (50)

STD

40

2.375 (60.3)

0.154 (3.91)

3.66 (5.44)

2 375 (60 3)

0 172 (4 37)

4 05 (6 03)

1 ∕ 2 (40) 1 ∕ 2 (40) 1 ∕ 2 (40)

2 (50)















ASME B36.10M-2018

Table 2-1 Dimensions and Weights (Masses) of Welded and Seamless Wrought Steel Pipe (Cont’d) NPS (DN)


Schedule No.


3 (80)

…

…

3.500 (88.9)

0.109 (2.77)

3.95 (5.88)

3 (80)

…

10

3.500 (88.9)

0.120 (3.05)

4.34 (6.46)

3 (80)

…

…

3.500 (88.9)

0.125 (3.18)

4.51 (6.72)

3 (80)

…

…

3.500 (88.9)

0.141 (3.58)

5.06 (7.53)

3 (80)

…

…

3.500 (88.9)

0.156 (3.96)

5.58 (8.30)

3 (80)

…

…

3.500 (88.9)

0.172 (4.37)

6.12 (9.11)

3 (80)

…

30

3.500 (88.9)

0.188 (4.78)

6.66 (9.92)

3 (80)

STD

40

3.500 (88.9)

0.216 (5.49)

7.58 (11.29)

3 (80)

…

…

3.500 (88.9)

0.250 (6.35)

8.69 (12.93)

3 (80)

…

…

3.500 (88.9)

0.281 (7.14)

9.67 (14.40)

3 (80)

XS

80

3.500 (88.9)

0.300 (7.62)

10.26 (15.27)

3 (80)

…

160

3.500 (88.9)

0.438 (11.13)

14.34 (21.35)

3 (80)

XXS

…

3.500 (88.9)

0.600 (15.24)

18.60 (27.68)

1 3 ∕ 2 (90)



…

5

4.000 (101.6)

0.083 (2.11)

3.48 (5.18)

1

…

…

4.000 (101.6)

0.109 (2.77)

4.53 (6.75)

1

…

10

4.000 (101.6)

0.120 (3.05)

4.98 (7.41)

1

…

…

4.000 (101.6)

0.125 (3.18)

5.18 (7.72)

3 ∕ 2 (90) 3 ∕ 2 (90) 3 ∕ 2 (90)















ASME B36.10M-2018



Schedule No.


4 (100)

XS

80

4.500 (114.3)

0.337 (8.56)

15.00 (22.32)

4 (100)

…

120

4.500 (114.3)

0.438 (11.13)

19.02 (28.32)

4 (100)

…

160

4.500 (114.3)

0.531 (13.49)

22.53 (33.54)

4 (100)

XXS

…

4.500 (114.3)

0.674 (17.12)

27.57 (41.03)

5 (125)

…

…

5.563 (141.3)

0.083 (2.11)

4.86 (7.24)

5 (125)

…

5

5.563 (141.3)

0.109 (2.77)

6.36 (9.46)

5 (125)

…

…

5.563 (141.3)

0.125 (3.18)

7.27 (10.83)

5 (125)

…

10

5.563 (141.3)

0.134 (3.40)

7.78 (11.56)

5 (125)

…

…

5.563 (141.3)

0.156 (3.96)

9.02 (13.41)

5 (125)

…

…

5.563 (141.3)

0.188 (4.78)

10.80 (16.09)

5 (125)

…

…

5.563 (141.3)

0.219 (5.56)

12.51 (18.61)

5 (125)

STD

40

5.563 (141.3)

0.258 (6.55)

14.63 (21.77)

5 (125)

…

…

5.563 (141.3)

0.281 (7.14)

15.87 (23.62)

5 (125)

…

…

5.563 (141.3)

0.312 (7.92)

17.51 (26.05)

5 (125)

…

…

5.563 (141.3)

0.344 (8.74)

19.19 (28.57)

5 (125)

XS

80

5.563 (141.3)

0.375 (9.53)

20.80 (30.97)

120

5 563 (141 3)

0 500 (12 70)

27 06 (40 28)

5 (125)

















ASME B36.10M-2018



Schedule No.




6 (150)

…

160

6.625 (168.3)

0.719 (18.26)

45.39 (67.57)

6 (150)

…

…

6.625 (168.3)

0.750 (19.05)

47.10 (70.12)

6 (150)

XXS

…

6.625 (168.3)

0.864 (21.95)

53.21 (79.22)

6 (150)

…

…

6.625 (168.3)

0.875 (22.23)

53.78 (80.08)

8 (200)

…

5

8.625 (219.1)

0.109 (2.77)

9.92 (14.78)

8 (200)

…

…

8.625 (219.1)

0.125 (3.18)

11.36 (16.93)

8 (200)

…

10

8.625 (219.1)

0.148 (3.76)

13.41 (19.97)

8 (200)

…

…

8.625 (219.1)

0.156 (3.96)

14.12 (21.01)

8 (200)

…

…

8.625 (219.1)

0.188 (4.78)

16.96 (25.26)

8 (200)

…

…

8.625 (219.1)

0.203 (5.16)

18.28 (27.22)

8 (200)

…

…

8.625 (219.1)

0.219 (5.56)

19.68 (29.28)

8 (200)

…

20

8.625 (219.1)

0.250 (6.35)

22.38 (33.32)

8 (200)

…

30

8.625 (219.1)

0.277 (7.04)

24.72 (36.82)

8 (200)

…

…

8.625 (219.1)

0.312 (7.92)

27.73 (41.25)

8 (200)

STD

40

8.625 (219.1)

0.322 (8.18)

28.58 (42.55)

8 (200)

…

…

8.625 (219.1)

0.344 (8.74)

30.45 (45.34)

8 625 (219 1)

0 375 (9 53)

33 07 (49 25)

8 (200)

















ASME B36.10M-2018



Schedule No.




10 (250)

…

…

10.750 (273.0)

0.344 (8.74)

38.27 (56.96)

10 (250)

STD

40

10.750 (273.0)

0.365 (9.27)

40.52 (60.29)

10 (250)

…

…

10.750 (273.0)

0.438 (11.13)

48.28 (71.88)

10 (250)

XS

60

10.750 (273.0)

0.500 (12.70)

54.79 (81.53)

10 (250)

…

…

10.750 (273.0)

0.562 (14.27)

61.21 (91.05)

10 (250)

…

80

10.750 (273.0)

0.594 (15.09)

64.49 (95.98)

10 (250)

…

…

10.750 (273.0)

0.625 (15.88)

67.65 (100.69)

10 (250)

…

100

10.750 (273.0)

0.719 (18.26)

77.10 (114.71)

10 50 (2 3 0)

0 812 (20 62)

86 26 (128 3 )

10 (250)















ASME B36.10M-2018

Table 2-1 Dimensions and Weights (Masses) of Welded and Seamless Wrought Steel Pipe (Cont’d) Outside Diameter, in. (mm)



NPS (DN)


Schedule No.

12 (300)

XXS

120

12.750 (323.8)

1.000 (25.40)

125.61 (186.92)

12 (300)

…

…

12.750 (323.8)

1.062 (26.97)

132.69 (197.43)

12 (300)

…

140

12.750 (323.8)

1.125 (28.58)

139.81 (208.08)

12 (300)

…

…

12.750 (323.8)

1.250 (31.75)

153.67 (228.68)

12 (300)

…

160

12.750 (323.8)

1.312 (33.32)

160.42 (238.69)

14 (350)

…

5

14.000 (355.6)

0.156 (3.96)

23.09 (34.34)

14 (350)

…

…

14.000 (355.6)

0.188 (4.78)

27.76 (41.36)

14 (350)

…

…

14.000 (355.6)

0.203 (5.16)

29.94 (44.59)

14 (350)

…

…

14.000 (355.6)

0.210 (5.33)

30.96 (46.04)















ASME B36.10M-2018



Schedule No.




16 (400)

…

…

16.000 (406.4)

0.188 (4.78)

31.78 (47.34)

16 (400)

…

…

16.000 (406.4)

0.203 (5.16)

34.28 (51.06)

16 (400)

…

…

16.000 (406.4)

0.219 (5.56)

36.95 (54.96)

16 (400)

…

10

16.000 (406.4)

0.250 (6.35)

42.09 (62.65)

16 (400)

…

…

16.000 (406.4)

0.281 (7.14)

47.22 (70.30)

16 (400)

…

20

16.000 (406.4)

0.312 (7.92)

52.32 (77.83)

16 (400)

…

…

16.000 (406.4)

0.344 (8.74)

57.57 (85.71)

16 (400)

STD

30

16.000 (406.4)

0.375 (9.53)

62.64 (93.27)

16 000 ( 06 )

0 06 (10 31)

6 68 (100 1)

16 ( 00)















ASME B36.10M-2018

Table 2-1 Dimensions and Weights (Masses) of Welded and Seamless Wrought Steel Pipe (Cont’d) Wall Thickness, in. (mm)


18.000 (457)

0.406 (10.31)

76.36 (113.58)

18.000 (457)

0.438 (11.13)

82.23 (122.38)

…

18.000 (457)

0.469 (11.91)

87.89 (130.73)

XS

…

18.000 (457)

0.500 (12.70)

93.54 (139.16)

18 (450)

…

40

18.000 (457)

0.562 (14.27)

104.76 (155.81)

18 (450)

…

…

18.000 (457)

0.625 (15.88)

116.09 (172.75)

18 (450)

…

…

18.000 (457)

0.688 (17.48)

127.32 (189.47)

18 (450)

…

60

18.000 (457)

0.750 (19.05)

138.30 (205.75)

18 000 ( 5 )

0 812 (20 62)

1 9 20 (221 91)

NPS (DN)


18 (450)

…

…

18 (450)

…

30

18 (450)

…

18 (450)

18 ( 50)

Schedule No.
















ASME B36.10M-2018

Table 2-1 Dimensions and Weights (Masses) of Welded and Seamless Wrought Steel Pipe (Cont’d) Wall Thickness, in. (mm)


20.000 (508)

0.938 (23.83)

191.14 (284.54)

20.000 (508)

1.000 (25.40)

203.11 (302.30)

80

20.000 (508)

1.031 (26.19)

209.06 (311.19)

…

…

20.000 (508)

1.062 (26.97)

215.00 (319.94)

20 (500)

…

…

20.000 (508)

1.125 (28.58)

227.00 (337.91)

20 (500)

…

…

20.000 (508)

1.188 (30.18)

238.91 (355.63)

20 (500)

…

…

20.000 (508)

1.250 (31.75)

250.55 (372.91)

20 (500)

…

100

20.000 (508)

1.281 (32.54)

256.34 (381.55)

20 000 (508)

1 312 (33 32)

262 10 (390 05)

NPS (DN)


Schedule No.

20 (500)

…

…

20 (500)

…

…

20 (500)

…

20 (500)

20 (500)


















ASME B36.10M-2018



Schedule No.


















ASME B36.10M-2018



Schedule No.


















ASME B36.10M-2018



Schedule No.


















ASME B36.10M-2018



Schedule No.


















ASME B36.10M-2018



Schedule No.
































































































































ASME B36.10M-2018 Welded and Seamless Wrought Steel Pipe

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