Cover Image

AWS D1.1:2000
Structural Welding Code - Steel

Be notified when this Standard is updated or amended - Add to StandardsWatch

General Product Information

Document Type Standard
Status Superseded
Publisher:    American Welding Society
Superseded Date 31 Aug 2001
Superseded By:
AWS D1.1/D1.1M:2008
AWS D1.1/D1.1M:2010

Available Products          My Location  :
Product availability, format and price varies from country to country. Please Login/register.
Order   Format Device Compatibility Price [USD]
Preferred Currency


Request Quote

Published:   01 Jan 2000  
Delivery Time:   5-7 days
Pages: 440

Table of Contents

1     General Requirements
2     Design of Welded Connections
      Part A - Common Requirements for Non-tubular and 
               Tubular Connections
      Part B - Specific Requirements for Non-tubular 
               Connections (Statistically or Cyclically 
      Part C - Specific Requirements for Cyclically Loaded
               Non-tubular Connections
      Part D - Specific Requirements for Tubular Connections
3     Pre-qualification of WPSs
4     Qualification
      Part A - General Requirements
      Part B - Welding Procedure Specification (WPS)
      Part C - Performance Qualifications
5     Fabrication
6     Inspection
      Part A - General Requirements
      Part B - Contractor Responsibilities
      Part C - Acceptance Criteria
      Part D - Non-destructive Testing Procedures
      Part E - Radiographic Testing
      Part F - Ultrasonic Testing of Groove Welds
      Part G - Other Examination Methods
7     Stud Welding
8     Strengthening and Repairing Existing Structures
Annexes - Mandatory Information
Annex I - Effective Throatd Structuresion per Section 4
Annex II - Effective Throats of Fillet Welds in Skewed 
Annex III - Requirements for Impact Testing
Annex IV - WPS Requirements
Annex V - Weld Quality Requirements for Tension Joints in 
          Cyclically Loaded Structures
Annex VI - Flatness of Girder Webs - Satirically Loaded 
Annex VII - Flatness of Girder Webs - Cyclically Loaded 
Annex VIII - Temperature-Moisture Content Charts
Annex IX - Manufacturers' Stud Base Qualification 
Annex X - Qualification and Calibration of Ultrasonic Units
          with Other Approved Reference Blocks
Annex XI - Guideline on Alternative Methods for Determining
Annex XII - Symbols for Tubular Connection Weld Design
Annexes - Non-mandatory Information
Annex A - Short Circuiting Transfer
Annex B - Terms and Definitions
Annex C - Guide for Specification Writers
Annex D - Ultrasonic Equipment Qualification and Inspection
Annex E - Sample Welding Forms
Annex F - Guidelines for Preparation of Technical Inquiries 
          for the Structural Welding Committee
Annex G - Local Dihedral Angle
Annex H - Contents of Prequalified WPS
Annex J - Safe Practices
Annex K - Ultrasonic Examination of Welds by Alternative
Annex L - Ovalizing Parameter Alpha
Annex M - Code-Approved Base Metals and Filler Metals 
          Requiring Qualification per Section 4
Annex N - List of Reference Documents
Annex O - Filler Metal Strength Properties


Covers the criteria for fabrication and erection of welded steel structures. Where the code is specified in contract documents, conformance with all provisions of the code will be necessary, apart from those that the engineer or contract documents specifically changes or exempts. Code sections covered are: Design of Welded Connections; General Requirements; Qualification; Prequalification; Inspection; Fabrication; Stud Welding; and Strengthening and Repair of Existing Structures.


2000 [01/01/2000]
98 [01/04/1998]
96 [01/01/1996]
94 [01/01/1994]
92 [15/01/1992]

Tell a friend about this search result