AWS D1.3 D1.3M 2018

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D1.3-D1.3M-2018 Structural Welding Code— Sheet Steel

Published By	Publication Date	Number of Pages
AWS	2018	106

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Category: AWS

Description

This code covers the requirements associated with welding sheet steel having a minimum specified yield point no greater than 80 ksi [550 MPa]. The code requirements cover any welded joint made from the commonly used structural quality low-carbon hot rolled and cold rolled sheet and strip steel with or without zinc coating (galvanized). Clause 1 includes general provisions, Clause 4 design, Clause 5 prequalification, Clause 6 qualification, Clause 7 fabrication, and Clause 8 inspection.

PDF Catalog

PDF Pages	PDF Title
1	Untitled
2	Title Page Abstract
3	Copyright Page
4	Statement on the Use of American Welding Society Standards
6	Dedication
8	Personnel
10	Foreword
11	Summary of Changes
12	Table of Contents
14	List of Tables List of Figures
15	List of Forms
16	Structural Welding Code—Sheet Steel 1. General Requirements 1.1 Scope 1.2 Standard Units of Measurement 1.3 Safety
17	1.4 Sheet Steel Base Metal 1.5 Welding Processes 1.6 Weld Metal Requirements
18	1.7 Weld Types
19	1.8 Welding Symbols
26	2. Normative References
28	3. Terms and Definitions
31	4. Design of Welded Connections Part A Allowable Load Capacities Components to be Used in Design Formulae 4.1 Base Metal Stresses 4.2 Alternate Allowable Load Capacities in Weld Joints
34	Part B Details of Welded Connections
43	5. Prequalification of WPSs 5.1 Scope 5.2 General 5.3 Joint Details
49	6. Qualification 6.1 Scope Part A General Requirements 6.2 Preparation of a WPS and PQR 6.3 Engineer’s Approval 6.4 Responsibility 6.5 WPS Requirements
50	Part B Welding Procedure Specification (WPS) 6.6 Essential Variable Limitations 6.7 Number of Tests, Testing Methods, and Acceptance Standards for WPS Qualification
54	Part C Welder Performance Qualification 6.8 Essential Variables
55	6.9 Number of Tests and Methods for Welder Performance Qualification 6.10 Duration of Qualification
73	7. Fabrication 7.1 General 7.2 Preparation of Base Metal 7.3 Assembly
74	7.4 Allowable Deviation from WPS for Lower Temperatures Using Annex A, Note 1
75	8. Inspection Part A Acceptance Criteria 8.1 Production Weld Acceptance Criteria Part BContractor’s Responsibility 8.2 Inspection of WPS and Welder Qualifications 8.3 Inspection of Work
76	Annex A (Normative)Applicable Provision Requirements When Welding D1.3Sheet Steels to D1.1 Other Steel Product Forms
78	Annex B (Informative) Sample Welding Forms
82	Annex C (Informative) Requesting an Official Interpretation on an AWS Standard C1. Introduction C2. Limitations C3. General Procedure for all Requests
83	C4. AWS Policy on Interpretations C5. AWS Response to Requests C6. Telephone Inquiries
84	Annex D (Informative) Gage Numbers and Equivalent Thicknesses
86	Annex E (Informative) Reference Documents
88	Commentary on Structural Welding Code — Sheet Steel
90	Commentary on Structural Welding Code — Sheet Steel C-1. General Requirements C-1.1 Scope
92	C-4. Design of Welded Connections
96	C-6. Workmanship C-6.6 Essential Variable Limitations
98	C-7. Fabrication C-7.2 Preparation of Base Metal C-7.3 Assembly C-7.4 Allowable Deviation from WPS for Lower Temperatures using Annex A, Note 1.
102	C-Annex A C-A. Applicable Provision Requirements When Welding D1.3 Sheet Steels to D1.1 Other SteelProduct Forms References
104	List of AWS Documents on Structural Welding
106	Back Cover