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the Document Policy Group at 303-397-2295.
2NOTE:Although care was taken in choosing and presenting the data in this guide, AWS cannot guarantee that it is error free. Further, this guide is not intended to be an exhaustive treatment of the topic and therefore may not include all available information, including with respect to safety and health issues. By publishing this guide, AWS does not insure anyone using the information it contains against any liability or injury to property or persons arising from that use.© 2004 by American Welding Society. All rights reserved.Printed in the United States of America
Copyright American Welding Society
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The inspection requirements for the fabrication and welding of steel structures are very extensive. This Pocket
Handbook has been developed to provide a useful tool for inspectors to carry in their pockets or tool kits so that selected pertinent portions of the AWS Structural Welding Code—Steel, D1.1/D1.1M:2004, can be easily
referenced at the job site. Underlining is as shown in the code.
This publication is not to be considered as a substitute for the D1.1 code book. Rather, the Handbook is provided
as a supplemental aid for the “deckplate” inspector. Only the complete code should be considered as the official
document to ensure that all of the quality attributes required for structural fabrication are performed correctly and completely.
To assist the inspector, or other user, in verifying conformance to D1.1, the paragraph references, the table num-bers, and the figure numbers contained in this book are directly from the D1.1/D1.1M:2004 code. In addition, page numbering in this handbook is cross-referenced to reflect both the current page and the corresponding page from the D1.1/D1.1M:2004 code, separated by a “/.” This will provide an e
asy cross reference for the user to ensure that the complete requirements are understood when questions develop during the course of any inspection.
Introduction
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Requirements for Transitions Between Materials of Unequal Thickness (5)
Thermal Cutting and Access Hole Requirements (9)
Tolerance of Joint Dimensions (13)
Dimensional Tolerances of Welded Structural Members (19)
Base Material Surface Requirements (25)
Weld Profile Requirements (26)
Acceptance Criteria for Visual Inspection of Welds (32)
Index (37)
unequal
Table of Contents
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5Figure 2.21—Transition of Thickness of Butt Joints in Parts of Unequal Thickness (Tubular) (see 2.25 [pg. 22])
Requirements for Transitions Between Materials of Unequal Thickness 5/pg. 55Copyright American Welding Society
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