For the welding of rails, refer to ANSI/AWS D, Recommended Practice for the Welding of Rails and Related Rail Components for Use by Rail Vehicles. Buy AWS D/DM: SPECIFICATION FOR WELDING OF INDUSTRIAL AND MILL CRANES AND OTHER MATERIAL HANDLING. Norma Aws d – Free ebook download as PDF File .pdf) or read book online for free.

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Skip to main content. Log In Sign Up. Requirements are also included for modification, weld repair, and postweld treatments of new and existing weldments. Filler metal and welding procedure guidelines are recommended for the applicable base metals, which are limited to carbon and low-alloy steels. Allowable unit stresses are anxi for weld metal and base metal for various cyclically loaded joint designs.

When AWS standards are either incorporated in, or made part of, documents that are included in federal or state laws and regulations, or the regulations of other governmental bodies, their provisions carry the full legal authority of the statute. In such cases, qnsi changes in those AWS standards must be approved by the governmental body having 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 of an AWS standard must be by agreement between the contracting parties.

International Standard Book Number: All rights reserved Printed in the United States of America 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 process 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 damages ansu any nature whatsoever, whether spe- cial, indirect, consequential or compensatory, directly or indirectly d4.1 from the publication, use of, or reliance on this standard.

AWS also makes no guaranty or warranty as to the accuracy or completeness of any information published herein. In issuing v14.1 making this standard available, AWS is not undertaking to render professional or other services for or anwi 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 own independent judgment or, as appropriate, v14.1 the advice of a competent professional in determining the exercise of reasonable care in any given circumstances. 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 standard accept any and all liabilities for infringement of any patent or trade name items.

AWS disclaims liability for the infringement of any patent or product trade name resulting from the use of this standard. Finally, 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, constituting errata. Such errata, when discovered, are posted on the AWS web page www. Official interpretations of any of the technical requirements of this standard may only be obtained by sending a request, in writ- ing, to the Managing Director, Technical Services Division, American Welding Society, N.


However, 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 opinions or interpreta- tions of AWS. In addition, oral opinions are informal and should not be used as a substitute for an official interpretation. It must be reviewed every five years, and if not revised, it must 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. Procedures for appeal of an adverse decision concerning all such comments are provided in the Rules of Operation of the Technical Activities Committee. Photocopy Rights 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 AWS provided that the appropriate fee is paid to the Copyright Clearance Center, Rosewood Drive, Danvers, MATel: Cameron Crenlo, Incorporated P.

Landon Vermeer Manufacturing Company T. Nelson Northrop Grumman A. Svekric Welding Consultants, Incorporated E. Nelson, Chair Northrop Grumman P.

Seum Sheedy Drayage Company W. This specification was prepared for the overhead crane and material handling industries to continue the advancement of welding and to increase product reliability.

The participating committee, representing manufacturers, users, and government, joined in the preparation of this document. This specification will be reviewed periodically to assure its success in serving all parties concerned with its provi- sions.

Norma Aws d14.1

Revisions will be issued when warranted. Comments and suggestions for the improvement of this standard are welcome. Official interpretations of any of the technical requirements of this standard may only be obtained by sending a request, in writing, to the Managing Director, Technical Services Division, American Welding Society. A formal reply will be issued after it has been reviewed by the appropriate personnel following established procedures see Annex C.

Scope and General Provisions Processes and Filler Metals Part D—Welding Operator Qualification Weld Quality and Inspection Field Weld Repair and Modification Repair and Correction of Defects Scope and General Provisions addressed herein. Safety and health information anai avail- able from other sources, including, but not limited to, 1. Some used in the manufacture ahsi cranes for industrial, mill, other sources of safety and health information can be power house, and nuclear facilities.

Furthermore, the found in Annex D. The engineering 3 Providing written welding procedures; drawings shall specify the joint detail, type, and size of 4 Recording results of all procedure and welder weld. This specification is not intended for application to qualification tests; construction- or crawler-type cranes. All provisions of this specification are equally appli- cable to the strengthening and repairing of existing 1.

Acceptance shall be as agreed overhead cranes and material handling equipment as upon between the Manufacturer and the Owner pur- described above. The fundamental premise of this specification is This specification makes use of both U.

Acceptance criteria for production welds different measurements may not be exact equivalents; therefore from those stated in this specification may be used for a each system shall be used independently of the other particular application, provided they are suitably docu- without combining in any way.


The specification with mented by the proposer and approved by the Engineer.

The These alternate acceptance criteria can be based upon specification D The latter are shown evaluation of suitability for service using past experi- in appropriate columns in tables and figures or within ence, experimental evidence or engineering analysis brackets [ ]. Detailed dimensions on figures are in considering material type, service-load effects, and envi- inches. A separate tabular form that relates the U. Customary Units with SI Units may be used in tables and figures.

Manufacturer refers to the organization responsible for the Safety and health issues and concerns are beyond the performance of the work covered by this specification see def- scope of this standard, and therefore are not fully inition in Section 3.

Welding symbols used on 13 AWS A5. Special requirements shall be fully Gases explained by added notes or details. Customary Units only cal Testing of Welds.

When there is a conflict between 17 AWS B4. Normative References ness, Waviness, and Lay The following standards contain provisions which, through reference in this text, constitute provisions of 2. BoxArlingate Society, N. Lane, Columbus, OH Definitions tion, 2 steels not listed in Table 1, or 3 base metals not covered by accepted national specifications, shall be The terms that follow are defined for the purposes of established by qualification, except as provided for in this specification.

Other terms used in this specification 4. The responsible technical authority. When Table 1 or the base Manufacturer. The organization responsible for the per- metal specification does not establish the minimum ten- formance of the work covered by this specification. The person, company, or agency that purchases for design purposes.

The documentation may be in the the equipment. In the establishment of minimum tensile and principal structural ansl. Those weldments that yield d114.1 for design purposes, due regard shall be carry the main working loads during normal operations. Welds, the failure of which would result in the heat-affected zone HAZ. Steel base metals listed in Table 1 Allowable Stresses, in other welds or base metal. Any including combinations thereof shall be considered welds subject to only compressive stresses are not weldable without separate qualification, except base considered primary.

The steels listed in secondary welds. Welds not covered by the asw Table 1 are classified into groups according to the degree of primary welds; secondary welds shall be noted as of difficulty encountered during welding related to such on the drawings.

Secondary welds only need to chemical composition, rolling condition, or heat treat- meet the requirements of Section 7, Workmanship, ment. Steels in the higher classifications require greater and Section 10, Weld Quality and Inspection. The minimum tensile When welding combinations of these steels, precautions strength specified for the filler metal classification as related to the steel with the higher classification number published in the applicable filler metal specification.

Quenched and tempered ass may be used where design and other fac- 4. Base Metals tors permit or require them. Their use shall be compati- ble with their mechanical properties and the design 4. All ferrous and nonferrous metals, requirements as documented by the equipment manufac- structural steel, steel castings, annsi, and any d141.

turer. Documentation may be in either of two forms: Nonferrous metals that meet the manufacturer, may be used.