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AWS D1.4 : 1998

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

STRUCTURAL WELDING CODE - REINFORCING STEEL

Superseded date

07-23-2013

Superseded by

AWS D1.4/D1.4M : 2011

Published date

01-12-2013

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Personnel
Foreword
1 General provisions
1.1 Scope
1.2 Application
1.3 Reinforcing steel base metal
1.4 Welding processes
1.5 Definitions
1.6 Welding symbols
1.7 Safety precautions
1.8 Standard units of measurement
2 Allowable stresses
2.1 Base metal stresses
2.2 Allowable stresses in welds
2.3 Effective weld areas, lengths, throats, and sizes
3 Structural details
3.1 Transition in bar size
3.2 Eccentricity
3.3 Joint types
3.4 Direct butt joints
3.5 Indirect butt joints
3.6 Lap joints
3.7 Interconnection of precast members
4 Workmanship
4.1 Preparation of base metal
4.2 Assembly
4.3 Control of distortion, shrinkage, and heat
4.4 Quality of welds
5 Technique
5.1 Filler metal requirements
5.2 Minimum preheat and interpass temperature
     requirements
5.3 Arc strikes
5.4 Tack welds
5.5 Progression of welding
5.6 Welding of coated base metal
5.7 Electrodes for shielded metal arc welding
5.8 Electrodes and shielding gas for gas metal arc and
     flux cored arc welding
6 Qualification
6.1 General
6.2 Welding procedure qualification
6.3 Welder qualification
6.4 Retests
6.5 Period of effectiveness
6.6 Records
7 Inspection
7.1 General requirements
7.2 Inspection of base metals
7.3 Inspection of welding procedure qualification and
     equipment
7.4 Inspection of welder qualifications
7.5 Inspection of work and records
7.6 Obligations of the contractor
7.7 Nondestructive testing
Appendices
A Sample welding procedure form
B Nominal dimensions of standard reinforcing bars
C Guidelines for the preparation of technical
     inquiries for the structural welding committee
D Safe practices
Tables
2.1 Allowable stresses in welds
4.1 Radiographic acceptance criteria
5.1 Matching filler metals requirements
5.2 Minimum preheat and interpass temperature
5.3 Permissible atmospheric exposure of low hydrogen
     electrodes
6.1 Number and type of tests, procedure qualification
6.2 Number and type of test and welds qualified for
     welder qualification
Figures
2.1 Effective weld sizes for flare-groove welds
3.1 Direct butt joints showing transition between bars
     of different sizes
3.2 Direct butt joints
3.3 Indirect butt joints
3.4 Lap joints
3.5 Details of joints of anchorages, base plates, and
     inserts
4.1 Acceptable and unacceptable weld profiles
6.1 Direct butt joint test positions for groove welds
6.2 Indirect butt joint test positions for flare-groove
     welds or fillet welds
6.3 Positions of groove welds
6.4 Positions of fillet welds
6.5 Full section tension test specimens for procedure
     qualification tests
6.6 Full section tension test and macroetch test
     specimens for welder qualification tests

Covers the requirements for welding reinforcing steel in most reinforced concrete applications. It contains a body of rules for the regulation of welding reinforcing steel and provides suitable acceptance criteria for such welds. Coverage includes: reinforcing steel base metal; standard units of measurement; base metal stresses; allowable stresses in welds; effective weld areas, lengths, throats and sizes; transition in bar size; indirect butt joints; interconnection of precast members; preparation of base metal; filler metal requirements; minimum preheat and interpass temperature requirements; welding of coated base metal. Also gives tables and diagrams.

DocumentType
Standard
PublisherName
American Welding Society
Status
Superseded
SupersededBy

ACI 336.1 : 2001 REFERENCE SPECIFICATION FOR THE CONSTRUCTION OF DRILLED PIERS AND COMMENTARY
ACI 439.3R : 2007 TYPES OF MECHANICAL SPLICES FOR REINFORCING BARS
AWS D17.1 : 2001 SPECIFICATION FOR FUSION WELDING FOR AEROSPACE APPLICATIONS
ACI 350 : 2006 CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY
AWS DPW : 1999 THE DESIGN AND PLANNING MANUAL FOR COST-EFFECTIVE WELDING
ANS 57.7-1988(R1997) DESIGN CRITERIA FOR AN INDEPENDENT SPENT FUEL STORAGE INSTALLATION (WATER POOL TYPE)
ASCE 9 91 : 1991 STANDARD PRACTICE FOR CONSTRUCTION AND INSPECTION OF COMPOSITE SLABS
ACI 336.1R : 2017 SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS
UFC 3-250-04 : Change 2 UNIFIED FACILITIES CRITERIA - STANDARD PRACTICE FOR CONCRETE PAVEMENTS
SAE ARP 5305 : 2017 STRUCTURAL DESIGN AND CONSTRUCTION CONSIDERATIONS FOR ENCLOSED TURBOFAN/TURBOJET ENGINE TEST CELLS
CTI ESG 123 : 2012 RECOMMENDED GUIDELINES FOR CONCRETE RESTORATION AND REPAIRS TO NATURAL AND MECHANICAL DRAFT COOLING TOWERS
ICC 2012 INTERNATIONAL BUILDING CODE : 2012 INTERNATIONAL BUILDING CODE
NEMA TT 1 : 1983 TAPERED TUBULAR STEEL STRUCTURES,
AASHTO M 334M/M 334 : 2017 SPECIFICATION FOR UNCOATED, CORROSION-RESISTANT, DEFORMED AND PLAIN CHROMIUM ALLOYED, BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT AND DOWELS
ASME PCC 2 : 2015 REPAIR OF PRESSURE EQUIPMENT AND PIPING
AWS B2.1 : 2005 SPECIFICATION FOR WELDING PROCEDURE AND PERFORMANCE QUALIFICATION
ACI 546.1R : 80(R1997) GUIDE FOR REPAIR OF CONCRETE BRIDGE SUPERSTRUCTURES
AASHTO MP 18M/MP 18 : 1900 SPECIFICATION FOR UNCOATED, CORROSION-RESISTANT, DEFORMED AND PLAIN ALLOY, BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT AND DOWELS
AWS B5.4 : 2005 SPECIFICATION FOR THE QUALIFICATION OF WELDER TEST FACILITIES
CTI ESG 153 : 0 RECOMMENDED GUIDELINES FOR PORTLAND CEMENT CONCRETE FOR MECHANICAL DRAFT COOLING TOWERS
NACE SP 03 08 : 2008(R2018) INSPECTION METHODS FOR CORROSION EVALUATION OF CONVENTIONALLY REINFORCED CONCRETE STRUCTURES
ACI 358.1R : 1992 ANALYSIS AND DESIGN OF REINFORCED CONCRETE GUIDEWAY STRUCTURES
ACI 533R : 2011 GUIDE FOR PRECAST CONCRETE WALL PANELS
ACI 350M : 2006 METRIC CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY
ACI 350.5 : 2012 SPECIFICATIONS FOR ENVIRONMENTAL CONCRETE STRUCTURES
ACI PRC-357 : 1984 GUIDE FOR THE DESIGN AND CONSTRUCTION OF FIXED OFFSHORE CONCRETE STRUCTURES
ACI 530.1 : 1995 SPECIFICATIONS FOR MASONRY STRUCTURES
ASTM F 1090 : 2015 : REDLINE Standard Classification for Bank and Mercantile Vault Construction
ACI 343.1R : 2012 GUIDE FOR THE ANALYSIS AND DESIGN OF REINFORCED AND PRESTRESSED CONCRETE GUIDEWAY STRUCTURES
AASHTO M 31M/M 31 : 2015 STANDARD SPECIFICATION FOR DEFORMED AND PLAIN CARBON AND LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT
AWWA C301 : 2014 PRESTRESSED CONCRETE PRESSURE PIPE, STEEL-CYLINDER TYPE
NACE RP 01 87 : 2005 DESIGN CONSIDERATIONS FOR CORROSION CONTROL OF REINFORCING STEEL IN CONCRETE
ASTM E 329 : 2018 : REDLINE Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection
ANS 57.2-1983 LIGHT WATER REACTOR SPENT FUEL STORAGE FACILITIES, REQUIREMENTS FOR,

ASTM A 615/A615M : 2016-03 SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT
ASTM A 706/A706M : 2016 : REDLINE Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
ASTM A 184/A184M : 2017 : REDLINE Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement

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