1、 550 N.W. LeJeune Road, Miami, FL 33126AWS D1.3/D1.3M:2008An American National StandardApproved by theAmerican National Standards InstituteJuly 23, 2007Structural Welding CodeSheet Steel5th EditionSupersedes ANSI/AWS D1.3-98Prepared by theAmerican Welding Society (AWS) D1 Committee on Structural Wel
2、dingUnder the Direction of theAWS Technical Activities CommitteeApproved by theAWS Board of DirectorsAbstractThis code covers the requirements associated with welding sheet steel having a minimum specified yield point nogreater than 80 ksi 550 MPa. The code requirements cover any welded joint made f
3、rom the commonly used structuralquality low-carbon hot rolled and cold rolled sheet and strip steel with or without zinc coating (galvanized). Clause 1includes general provisions, Clause 2 design, Clause 3 prequalification, Clause 4 qualification, Clause 5 fabrication, Clause 6inspection, and Clause
4、 7 stud welding.iiAWS D1.3/D1.3M:2008International Standard Book Number: 978-0-87171-076-5American Welding Society550 N.W. LeJeune Road, Miami, FL 33126 2008 by American Welding SocietyAll rights reservedPrinted in the United States of AmericaErrata: 2nd Printing, November 2008Photocopy Rights. No p
5、ortion of this standard may be reproduced, stored in a retrieval system, or transmitted in anyform, including mechanical, photocopying, recording, or otherwise, without the prior written permission of the copyrightowner.Authorization to photocopy items for internal, personal, or educational classroo
6、m use only or the internal, personal, oreducational classroom use only of specific clients is granted by the American Welding Society provided that the appropriatefee is paid to the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, tel: (978) 750-8400; Internet:.iiiAWS D1.3/D1.3M:20
7、08Statement on the Use of American Welding Society StandardsAll standards (codes, specifications, recommended practices, methods, classifications, and guides) of the AmericanWelding Society (AWS) are voluntary consensus standards that have been developed in accordance with the rules of theAmerican N
8、ational Standards Institute (ANSI). When AWS American National Standards are either incorporated in, ormade part of, documents that are included in federal or state laws and regulations, or the regulations of other govern-mental bodies, their provisions carry the full legal authority of the statute.
9、 In such cases, any changes in those AWSstandards must be approved by the governmental body having statutory jurisdiction before they can become a part ofthose laws and regulations. In all cases, these standards carry the full legal authority of the contract or other documentthat invokes the AWS sta
10、ndards. Where this contractual relationship exists, changes in or deviations from requirementsof an AWS standard must be by agreement between the contracting parties.AWS American National Standards are developed through a consensus standards development process that bringstogether volunteers represe
11、nting varied viewpoints and interests to achieve consensus. While the AWS administers theprocess and establishes rules to promote fairness in the development of consensus, it does not independently test, evalu-ate, or verify the accuracy of any information or the soundness of any judgments contained
12、 in its standards.AWS disclaims liability for any injury to persons or to property, or other damages of any nature whatsoever, whetherspecial, indirect, consequential, or compensatory, directly or indirectly resulting from the publication, use of, or relianceon this standard. AWS also makes no guara
13、ntee or warranty as to the accuracy or completeness of any informationpublished herein.In issuing and making this standard available, AWS is neither undertaking to render professional or other services for oron behalf of any person or entity, nor is AWS undertaking to perform any duty owed by any pe
14、rson or entity to someoneelse. Anyone using these documents should rely on his or her own independent judgment or, as appropriate, seek theadvice of a competent professional in determining the exercise of reasonable care in any given circumstances. It isassumed that the use of this standard and its
15、provisions are entrusted to appropriately qualified and competent personnel.This standard may be superseded by the issuance of new editions. Users should ensure that they have the latest edition.Publication of this standard does not authorize infringement of any patent or trade name. Users of this s
16、tandard acceptany and all liabilities for infringement of any patent or trade name items. AWS disclaims liability for the infringement ofany patent or product trade name resulting from the use of this standard.Finally, the AWS does not monitor, police, or enforce compliance with this standard, nor d
17、oes it have the power to do so.On occasion, text, tables, or figures are printed incorrectly, constituting errata. Such errata, when discovered, are postedon the AWS web page (www.aws.org).Official interpretations of any of the technical requirements of this standard may only be obtained by sending
18、a request,in writing, to the appropriate technical committee. Such requests should be addressed to the American Welding Society,Attention: Managing Director, Technical Services Division, 550 N.W. LeJeune Road, Miami, FL 33126 (see Annex C).With regard to technical inquiries made concerning AWS stand
19、ards, oral opinions on AWS standards may be rendered.These opinions are offered solely as a convenience to users of this standard, and they do not constitute professionaladvice. Such opinions represent only the personal opinions of the particular individuals giving them. These individualsdo not spea
20、k on behalf of AWS, nor do these oral opinions constitute official or unofficial opinions or interpretations ofAWS. In addition, oral opinions are informal and should not be used as a substitute for an official interpretation.This standard is subject to revision at any time by the AWS D1 Committee o
21、n Structural Welding. It must be reviewedevery five years, and if not revised, it must be either reaffirmed or withdrawn. Comments (recommendations, additions, ordeletions) and any pertinent data that may be of use in improving this standard are required and should be addressed toAWS Headquarters. S
22、uch comments will receive careful consideration by the AWS D1 Committee on Structural Weldingand the author of the comments will be informed of the Committees response to the comments. Guests are invited toattend all meetings of the AWS D1 Committee on Structural Welding to express their comments ve
23、rbally. Proceduresfor appeal of an adverse decision concerning all such comments are provided in the Rules of Operation of the TechnicalActivities Committee. A copy of these Rules can be obtained from the American Welding Society, 550 N.W. LeJeuneRoad, Miami, FL 33126.This page is intentionally blan
24、k.ivAWS D1.3/D1.3M:2008vAWS D1.3/D1.3M:2008DedicationThe D1 Committee on Structural Welding dedicatesthis edition of AWS D1.3/D1.3M, Structural WeldingCodeSheet Steel, to R. D. “Rollie” Block, past chairand vice chair of the D1H Subcommittee on SheetSteel. The subcommittee is gratefully indebted toM
25、r. Blocks tireless efforts, devotion, and enthusiasmin making this revision of D1.3 possible. The membersof D1 and D1H extend a warm “Thank you, Rollie!”in his memory.This page is intentionally blank.viAWS D1.3/D1.3M:2008viiAWS D1.3/D1.3M:2008PersonnelAWS D1 Committee on Structural WeldingD. D. Rage
26、r, Chair Rager Consulting, IncorporatedD. K. Miller, 1st Vice Chair The Lincoln Electric CompanyA. W. Sindel, 2nd Vice Chair Alstorm PowerJ. L. Gayler, Secretary American Welding SocietyN. J. Altebrando STV, IncorporatedF. G. Armao The Lincoln Electric CompanyE. L. Bickford Acute Technological Servi
27、cesF. C. Breismeister Strocal, IncorporatedB. M. Butler Walt Disney World CompanyH. H. Campbell III Technip USAL. E. Collins Team Industries, IncorporatedR. B. Corbit Exelon Nuclear CorporationR. A. Dennis ConsultantM. A. Grieco Massachusetts Highway DepartmentC. R. Hess High Steel Structures, Incor
28、porated (Retired)C. W. Holmes Modjeski and Masters, IncorporatedJ. H. Kiefer ConocoPhillips CompanyV. Kuruvilla Genesis Quality SystemsJ. Lawmon American Engineering therefore, each system must be used inde-pendently. Equivalents for gages or fractions are notedwithin parenthesis throughout the stan
29、dard.4CLAUSE 1. GENERAL PROVISIONS AWS D1.3/D1.3M:2008Table 1.1Code Application Matrix of D1.3 and D1.1 CodesBased on Material Thickness Being Joined (see 1.1)Material Thickness t23/16 in. 5 mmt13/16 in 5 mm Annex A Annex A or D1.1 D1.1Note: Annex A, Note 1 applications may be used without removal o
30、f coating or galvanizing, provided the application meets the requirements of Note 1.5AWS D1.3/D1.3M:2008 CLAUSE 1. GENERAL PROVISIONSTable 1.2Matching Filler Metal Requirements (see 1.4.1)GroupNo. ASTM Steel SpecificationsMinimumYield PointMinimumTensile StrengthAWS FillerMetal SpecificationsksiMPak
31、siMPaIA109 Temper 4 48 330SMAW AWS A5.1E60XX, E70XXSMAW AWS A5.5E70XX-XX (Note a)SAW AWS A5.17F6AX-EXXX,F7AX-EXXX,F6AX-ECXXX,F7AX-ECXXXSAW AWS A5.23F7AX-EXXX-XX,F7AX-ECXX-XX(Note a)GMAW/GTAWAWS A5.18ER70S-X, E70C-XC,E70C-XMGMAW/GTAWAWS A5.28ER70S-XXX,E70C-XXX(Note a)FCAW AWS A5.20E7XT-X, E7XT-XC,E7X
32、T-XMFCAW AWS A5.29E6XTX-X, E6XTX-XC, E7XTX-X, E7XTX-XC, E6XTX-XM, E7XTX-XM(Note a)A570/A570M Gr 30Gr 33Gr 36Gr 40Gr 4530333640452052302502753104952535560340360365380415A572/A572M Gr 42 42 290 60 415A607 Gr 45 45 310 65 450A611 Gr AGr BGr C Type 1Gr D Type 12530334017020523027542454852290310330360A65
33、3/A653M SS Gr 33Gr 37Gr 40333740230255275455255310360380A653/A653M HSLAS Gr 50 Type A and B 50 340 60 410A715 Gr 50 50 345 60 415A792/A792M Gr 33Gr 37Gr 40333740230255275455255310360380A1008/A1008M SS Gr 25Gr 30Gr 33 Type 1Gr 40 Type 12530334017020523027542454852290310330360A1008/A1008M HSLAS Gr 45
34、Class 1 and 2 45 310 55/60 380/410A1008/A1008M HSLAS-F Gr 50 50 340 60 410A1011/A1011M SS Gr 30Gr 33Gr 36 Type 1Gr 40Gr 4530333640452052302502753104952535560340360365380410A1011/A1011M HSLAS Gr 45 Class 1 and 2Gr 50 Class 2455031034055/6060380/410410A1011/A1011M HSLAS-F Gr 50 50 340 60 410IIA109 Tem
35、per 3 55 380 SMAW AWS A5.1E70XXSMAW AWS A5.5E70XX-X(Note a)SAW AWS A5.17F7AX-EXXX,F7AX-ECXXXA529/A529M Gr 50Gr 5550553453807070485485A570/A570M Gr 50Gr 5550553453806570450480A572/A572M Gr 50Gr 5550553453806570450480(Continued)6CLAUSE 1. GENERAL PROVISIONS AWS D1.3/D1.3M:2008Table 1.2 (Continued)Matc
36、hing Filler Metal Requirements (see 1.4.1)GroupNo. ASTM Steel SpecificationsMinimumYield PointMinimumTensile StrengthAWS FillerMetal SpecificationsksiMPaksiMPaII(Contd)A606 45/50 310/340 65/70 450/480 SAW AWS A5.23F7AX-EXXX-XXF7AX-ECXXX-XX(Note a)GMAW/GTAWAWS A5.18ER70S-X, E70C-XC,E70C-XMGMAW/GTAWAW
37、S A5.28ER70S-XXX, E70C-XXX(Note a)FCAW AWS A5.20E7XT-X, E7XT-XC,E7XT-XMFCAW AWS A5.29E7XTX-X, E7XTX-XC,E7XTX-XM (Note a)A607 Gr 50Gr 5550553403806570450480A653/A653M HSLAS Gr 60 Type A and B 60 410 70 480A653/A653M HSLAS-F Gr 60 60 410 70 480A715 Gr 60 60 415 70 485A1008/A1008M HSLAS Gr 50 Class 1 a
38、nd 2Gr 55 Class 1 and 2Gr 60 Class 250556034038041065/6070/6570450/410480/450480A1008/A1008MHSLAS-F Gr 60 60 410 70 480A1011/A1011M SS Gr 55 55 380 70 480A1011/A1011M HSLAS Gr 55 Class 1 and 2Gr 60 Class 1 and 2556038041070/6575/70480/450520/480A1011/A1011M HSLAS-F Gr 60 60 410 70 480IIIA572/A572M G
39、r 60Gr 6560654154507580520550SMAW AWS A5.5E80XX-X (Note a)SAW AWS A5.23F8AX-EXXX-XX,F8AX-ECXXX-XX(Note a)GMAW/GTAWAWS A5.28ER80S-XXX,E80C-XXX (Note a)FCAW AWS A5.29E8XTX-X, E8XTX-XC, E8XTX-XM(Note a)A607 Gr 60Gr 6560654153807582515570A653/A653M HSLAS Gr 70 Type A and B 70 480 80 550A715 Gr 70 70 480
40、 80 550A1008/A1008M HSLAS Gr 60 Class 1 and 2Gr 65 Class 1 and 2606541045075/7080/75520/480550/520A1008/A1008M HSLAS-F Gr 70 70 480 80 550A1011/A1011M SS Gr 36 Type 2 36 250 58-80 400/550IVA607 Gr 70 Class 1 or 2 70 480 85/80 590/550 SMAW AWS A5.5E90XX-X (Note a)SAW AWS A5.23F9AX-EXXX-XX,F9AX-ECXXX-
41、XX(Note a)GMAW/GTAWAWS A5.28ER90S-X, E90C-XXX(Note a)FCAW AWS A5.29E9XTX-X, E9XTX-XC,E9XTX-XM (Note a)A611 Gr E 80 550 82 565A653SS Gr 80 80 550 82 570A653/A653M HSLAS Gr 80 Type A and B 80 550 90 620A715 Gr 80 80 550 90 620A792 Gr 80 80 550 82 520A1008/A1008M SS Gr 80 Type A and B 80 550 82 565A100
42、8/A1008M HSLAS Gr 70 Class 1 and 2 70 480 85/80 585/550A1008/ A1008M HSLAS-F Gr 80 80 550 90 620A1011/ A1011M HSLAS-F Gr 80 80 550 90 620(Continued)7AWS D1.3/D1.3M:2008 CLAUSE 1. GENERAL PROVISIONSTable 1.2 (Continued)Matching Filler Metal Requirements (see 1.4.1)aOnly the as-welded condition is app
43、licable, therefore only the following filler metals specification electrode classifications meet the criteria for thistable:1. SMAW: A5.1/A5.1M:2004; A5.5/A5.5M:2006 Electrodes with the following suffixes: -C3, -C3L, -C4, -P1, -NM1, -W1, -W2, -G, -M (when Pur-chaser and Supplier agree the alloy is t
44、o be used in the “as-welded” condition).2. Only SAW A5.17-97; A5.23-97 Flux/Electrode combinations classified to be used in the “as-welded” condition.3. GMAW: A5.18/A5.18M;2005; A5.28/A5.28M:2005 Electrodes with the following classification suffixes: -Ni1, -D2, -G (when Purchaser andSupplier agree t
45、he alloy is to be used in the “as-welded” condition).4. FCAW: A5.20/A5.20M:2005; A5.29/A5.29M:2005 Electrodes with the following classification suffixes: -Ni1 (except EXXT5-Ni1), -Ni1M (ex-cept EXXT5-Ni1M), -Ni1C (except EXXT5-Ni1C), -Ni2 (except EXXT5-Ni2), -Ni2M (except EXXT5-Ni2M), -Ni2C (except
46、EXXT5-Ni2C), -Ni3 (except EXXT5-Ni3), -D1, -D1M, -D3, -D3M, -K1, -K1M, -K2, -K2M, -K6, -K6M, -K8, -W2, -W2M, -G (when Purchaser and Supplieragree the alloy is to be used in the “as-welded” condition).Notes:1. Low hydrogen electrodes shall be used when required by AWS D1.1.2. The metric MPa values as
47、 well as the ksi values are those specified in the individual AWS Filler Metal Specifications.3. This material is a noncurrent ASTM that was included in the previous code. Existing material may be used as a listed material.Table 1.3Welding Positionsaand Restrictions for WPS (see 1.5.3)Square-GrooveW
48、eld in ButtJoint Fillet WeldFlare-Bevel-Groove WeldFlare-V-Groove WeldArcSpot WeldArcSeam WeldArcPlug WeldSheet to Sheet FHVOHFHVOHFHVOHFHVOHFHFHVOHSheet toSupportingMemberFHVOHFHVOHFFFHVOHaPositions of welding: F = flat, H = horizontal, V = vertical, OH = overhead.This page is intentionally blank.8
49、AWS D1.3/D1.3M:2008AWS D1.3/D1.3M:20089Part AAllowable Load CapacitiesNOTE: For welds not designed to resist external loads,the Engineer may disregard the requirements of thissubclause.Components to be Used in Design FormulaeP = Allowable load capacity (kips)Fu= Specified minimum ultimate tensile strength ofsheet steel (ksi)Fy= Specified minimum yield strength of sheet steel(ksi)Fxx= Specified minimum tensile strength of AWS elec-trode classification (ksi)Fw= Allowable weld shear stre
