AWS D1 1 D1 1M REDLINE-2015 Structural Welding Code - Steel (23rd Edition).pdf

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1、pdfDocs compareDocs Comparison Results Old (original) file: Structural Welding Code - Steel OLD 2.pdf New (Modified) file: Structural Welding Code - Steel NEW.pdf Changes Found: 218 insertions 264 deletions 2401 differences0 moves Statistics: 82843 inserted bytes 57835 deleted bytes 940072 differenc

2、e bytes (newfile) 827590 difference bytes (old file)0 moved bytes 552110 same bytes 1580941 total bytes processed (new file) 1443517 total bytes processed (old file) 64% change between files Consolidated Results below (Markup shown relative to New file)AWS D1.1/D1.1M:2015 An American National Standa

3、rd Structural Welding Code Steel American Welding Society :2015 Code e American Welding Society y AWS D1.1/D1.1M:2015 An American National Standard Approved by the American National Standards Institute July 28, 2015 Structural Welding Code Steel 23rd Edition Supersedes A WS D1.1/D1.1M:2010 Prepared

4、by the American Welding Society (AWS) D1 Committee on Structural Welding Under the Direction of the AWS Technical Activities Committee Approved by the AWS Board of Directors Abstract This code covers the welding requirements for any type of welded structure made from the commonly used carbon and low

5、-alloy constructional steels. Clauses 1 through 9 constitute a body of rules for the regulation of welding in steel construction. There are nine normative and eleven informative annexes in this code. A Commentary of the code is included with the document. :2015 July 28, 2015 23rd :2010 9 eleven AWS

6、D1.1/D1.1M:2015 ii ISBN: 978-0-87171-864-8 2015 by American Welding SocietyAll rights reserved Printed in the United States of America Photocopy Rights. No portion of this standard may be reproduced, stored in a retrieval system, or transmitted in any form, including mechanical, photocopying, record

7、ing, or otherwise, without the prior written permission of the copyright owner. Authorization to photocopy items for internal, personal, or educational classroom use only or the internal, personal, or educational classroom use only of specific clients is granted by the American Welding Society provi

8、ded that the appropriate fee is paid to the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, tel: (978) 750-8400; Internet: . :2015 ISBN: 9 1-864-8 2015 biii AWS D1.1/D1.1M:2015 Statement on the Use of American Welding Society Standards All standards (codes, specifications, recomme

9、nded practices, methods, classifications, and guides) of the American Welding Society (AWS) are voluntary consensus standards that have been developed in accordance with the rules of the American National Standards Institute (ANSI). When AWS American National Standards are either incorporated in, or

10、 made part of, documents that are included in federal or state laws and regulations, or the regulations of other governmen- tal bodies, their provisions carry the full legal authority of the statute. In such cases, any changes in those AWS stan- dards must be approved by the governmental body having

11、 statutory jurisdiction before they can become a part of those laws and regulations. In all cases, these standards carry the full legal authority of the contract or other document that invokes the AWS standards. Where this contractual relationship exists, changes in or deviations from requirements o

12、f an AWS standard must be by agreement between the contracting parties. AWS American National Standards are developed through a consensus standards development process that brings together volunteers representing varied viewpoints and interests to achieve consensus. While AWS administers the pro- ce

13、ss and establishes rules to promote fairness in the development of consensus, it does not independently test, evaluate, or verify the accuracy of any information or the soundness of any judgments contained in its standards. AWS disclaims liability for any injury to persons or to property, or other d

14、amages of any nature whatsoever, whether special, indirect, consequential, or compensatory, directly or indirectly resulting from the publication, use of, or reliance on this standard. AWS also makes no guarantee or warranty as to the accuracy or completeness of any information pub- lished herein. I

15、n issuing and making this standard available, AWS is neither undertaking to render professional or other services for or on behalf of any person or entity, nor is AWS undertaking to perform any duty owed by any person or entity to someone else. Anyone using these documents should rely on his or her

16、own independent judgment or, as appropriate, seek the advice of a competent professional in determining the exercise of reasonable care in any given circumstances. It is assumed that the use of this standard and its provisions is entrusted to appropriately qualified and competent personnel. This sta

17、ndard may be superseded by the issuance of new editions. This standard may also be corrected through publica- tion of amendments or errata, or supplemented by publication of addenda. Information on the latest editions of AWS standards including amendments, errata, and addenda is posted on the AWS we

18、b page (www.aws.org). Users should ensure that they have the latest edition, amendments, errata, and addenda. Publication of this standard does not authorize infringement of any patent or trade name. Users of this standard accept any and all liabilities for infringement of any patent or trade name i

19、tems. AWS disclaims liability for the infringement of any patent or product trade name resulting from the use of this standard. AWS does not monitor, police, or enforce compliance with this standard, nor does it have the power to do so. On occasion, text, tables, or figures are printed incorrectly,

20、constituting errata. Such errata, when discovered, are posted on the AWS Webpage (www.aws.org). Official interpretations of any of the technical requirements of this standard may only be obtained by sending a request, in writing, to the appropriate technical committee. Such requests should be addres

21、sed to the American Welding Society, Attention: Managing Director, Technical Services Division, 8669 NW 36 St, # 130, Miami, FL 33166 (see Annex N). With regard to technical inquiries made concerning AWS standards, oral opinions on AWS standards may be rendered. These opinions are offered solely as

22、a convenience to users of this standard, and they do not constitute professional advice. Such opinions represent only the personal opinions of the particular individuals giving them. These individuals do not speak on behalf of AWS, nor do these oral opinions constitute official or unofficial opinion

23、s or interpretations of AWS. 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 on Structural Welding. It must be reviewed every five years, and if not revised, it mus

24、t be either reaffirmed or withdrawn. Comments (recommendations, additions, or deletions) and any pertinent data that may be of use in improving this standard are required and should be addressed to AWS Headquarters. Such comments will receive careful consideration by the AWS D1 Committee on Structur

25、al Welding and the author of the comments will be informed of the Committees response to the comments. Guests are invited to attend all meetings of the AWS D1 Committee on Structural Welding to express their comments verbally. Pro- cedures for appeal of an adverse decision concerning all such commen

26、ts are provided in the Rules of Operation of the Technical Activities Committee. A copy of these Rules can be obtained from the American Welding Society, 8669 NW 36 St, # 130, Miami, FL 33166. :2015 made part of, documents that are included in federal or state laws and regulations, or the regulation

27、s of other governmen- tal bodies, their provisions carry the full legal authority of any changes in those AWS stan- dards must be approved by the governmental body having statutory jurisdiction before they can become a part of those tal bodies, their provisions carry the full legal authority of the

28、statute. In such cases, of any changes in those AWS stan- together volunteers representing varied viewpoints and interests to achieve consensus. While AWS administers the pro- cess and establishes rules to promote fairness in the development of consensus, it does not independently test, e st, evalua

29、te, on this standard. AWS also makes no guarantee or warranty as to the accuracy or completeness of any information pub- lished herein. ns is e This standard may be superseded by the issuance of new editions. This standard may also be corrected through publica- tion of amendments or errata, or suppl

30、emented by publication of addenda. Information on the latest editions of AWS or errata, or s a is p S Webpage ( 8669 NW 36 St, # 130, M L 33166 ( ex N). invited to attend all meetings of the AWS D1 Committee on Structural Welding to express their comments verbally. Pro- cedures for appeal of an adve

31、rse decision concerning all such comments are provided in the Rules of Operation of the ty, 8669 NW 36 St, # 130, M L 33166.This page is intentionally blank. iv AWS D1.1/D1.1M:2015 :2015v AWS D1.1/D1.1M:2015 Dedication This 23rd edition of AWS D1.1/D1.1M:2015, Structural Welding CodeSteel, is dedica

32、ted by the D1 Committee on Structural Welding and the D1Q Subcommittee on Steel Structures to Keith Landwehr. In his 15 years of service, Keith contributed 30 years of expertise to the development of the D1.1, Structural Welding Code Steel, D1.4, Structural Welding CodeReinforcing Steel, D1.8, Struc

33、tural Welding CodeSeismic Supplement, and other national standards. The D1 community will forever miss Keith for his commitment, but more impor- tantly, for his friendship and wise counsel, and hopes that this dedication will inspire the structural welding community to excellence as Keith did in his

34、 service. :2015 This 23rd edition of AWS D1.1/D1.1M:2015, Structural Welding CodeSteel, is dedicated by the D to Keith Landwehr. In his 15 years of service, Keith contributed 30 years of expertise to the development of , D1.4, Reinforcing Supplement, and other national standards. The D1 community w

35、forever m ss Keith for his commitment, but more impor- y, for his friendship d wise counsel, and hopes that this dedication will inspire the structural welding community t to excellence as Keith did in his service.This page is intentionally blank. vi AWS D1.1/D1.1M:2015 :2015vii AWS D1.1/D1.1M:2015

36、Personnel A WS D1 Committee on Structural Welding A. W. Sindel, Chair Alstom Power Steam, Incorporated T. L. Niemann, Vice Chair Minnesota Department of Transportation R. D. Medlock, 2nd Vice Chair High Steel Structures, LLC J. Molin, Secretary American Welding Society F. G. Armao The Lincoln Electr

37、ic Company E. L. Bickford Acute Technological Services T. M. Burns AlcoTec Wire Corporation H. H. Campbell, III Pazuzu Engineering R. D. Campbell Bechtel R. B. Corbit CB&I M. A. Grieco Massachusetts Department of Transportation C. W. Holmes Modjeski and Masters, Incorporated J. J. Kenney Shell Inter

38、national E & P J. H. Kiefer ConocoPhillips Company (Retired) S. W. Kopp High Steel Structures, LLC V. Kuruvilla Genesis Quality Systems J. Lawmon American Engineering & Manufacturing, Incorporated N. S. Lindell Oregon Iron Works, Incorporated D. R. Luciani Canadian Welding Bureau P. W. Marshall MHP

39、Systems Engineering M. J. Mayes Mayes Testing Engineers, Incorporated D. L. McQuaid D. L. McQuaid and Associates, Incorporated J. Merrill AMEC E&I D. K. Miller The Lincoln Electric Company J. B. Pearson, Jr. LTK Engineering Services D. C. Phillips Hobart Brothers Company D. D. Rager Rager Consulting

40、, Incorporated T. J. Schlafly American Institute of Steel Construction D. R. Scott PSI, Incorporated (Retired) R. E. Shaw, Jr. Steel Structures Technology Center, Incorporated R. W. Stieve Parsons Corporation M. M. Tayarani Massachusetts Department of Transportation (Retired) P. Torchio, III William

41、s Enterprises of Georgia, Incorporated D. G. Yantz Canadian Welding Bureau Advisors to the D1 Committee on Structural Welding W. G. Alexander WGAPE N. J. Altebrando STV , Incorporated E. M. Beck AMEC B. M. Butler Walt Disney World Company R. A. Dennis Consultant G. L. Fox Consultant H. E. Gilmer Tam

42、pa Tank-Florida Structural Steel G. J. Hill G. J. Hill and Associates, Incorporated :2015Power Steam, I R. D. Medlock, 2nd Vice Chair High Steel Structures, LLC J. Molin, S T. M. Burns AlcoTec Wire Corporation H. H H. Campbell, I Pazuzu E R. D. Campbell Bechtel CB&I(Retired) S. W. Kopp High Steel St

43、ructures, LLC Oregon Iron Works, I AMEC E&I D. K. Miller The Lincoln Electric Company PSI, Incorporated Parsons Corporation M. M. Tayarani P. Torchio, III Williams Enterprises of Georgia, Incorporated D. G. Yantz Canadian Welding Bureau N. J. Altebrando STV , Incorporated AMEC B. M. Butler Walt Disn

44、ey World Company R. A. Dennis G. L H. E. Gilmer Tampa Tank-Florida Structural Steelviii AWS D1.1/D1.1M:2015 M. L. Hoitomt Hoitomt Consulting Services J. W. Post J. W. Post & Associates, Incorporated K. K. Verma Consultant B. D. Wright Advantage Aviation Technologies A WS D1Q Subcommittee on Steel T.

45、 Schlafly, Chair American Institute of Steel Construction P. Torchio, III, Vice Chair Williams Enterprises of Georgia, Incorporated J. Molin, Secretary American Welding Society M. Bernasek C-spec E. L. Bickford Acute Technological Services J. W. Cagle C P Buckner Steel Erection, Incorporated H. H. C

46、ampbell, III Pazazu Engineering W. P. Capers Walt Disney World Company R. V . Clarke TEAM Industrial Services, Incorporated D. A. Dunn PSI, Incorporated (Retired) M. E. Gase Midwest Steel Incorporated W. S. Houston Pro-Weld Stud Welding Associates M. J. Jordan Johnson Plate and Tower Fabrication J.

47、J. Kenney Shell International E & P J. H. Kiefer ConocoPhillips Company (Retired) L. A. Kloiber LeJeune Steel Company S. W. Kopp High Steel Structures, LLC V. Kuruvilla Genesis Quality Systems K. Landwehr Consultant D. R. Luciani Canadian Welding Bureau P. W. Marshall MHP Systems Engineering R. P. M

48、arslender Kiewit Offshore Services, Ltd. G. S. Martin GE Oil & Gas M. J. Mayes Mayes Testing Engineers, Incorporated J. Merrill AMEC E&I J. I. Miller Chevron S. P. Moran Weir American Hydro J. C. Nordby Entergy D. D. Rager Rager Consulting, Incorporated D. R. Scott PSI, Incorporated (Retired) R. E.

49、Shaw, Jr. Steel Structures Technology Center, Incorporated A. W. Sindel Alstom Power Steam, Incorporated R. W. Stieve Parsons Corporation S. J. Thomas Consultant R. H. R. Tide Wiss, Janney, Elstner Associates J. L. Warren CB&I Advisors to the D1Q Committee on Steel N. J. Altebrando STV , Incorporated U. W. Aschemeier Subsea Global Solutions B. M. Butler Walt Disney World Company H. A. Chambers SNH Market Consultants H. E. Gilmer Tampa Tank-Florida Structural Steel M. A. Grieco Massachusetts Department of Transportation J. Guili Tru-Weld Equipment Company Advisors to the D1 Com