ASTM A769/A769M-17

Standard Specification for Carbon and High-Strength Electric Resistance Forge-Welded Steel Structural Shapes

ABSTRACT
This specification covers carbon and high-strength steel shapes of structural quality manufactured by the electric resistance forge-welding process from coils. The specimens shall be established by the steel supplier, shape manufacturer, and shape purchaser of the materials. Specimens shall conform to the required chemical compositions of carbon, manganese, phosphorus, sulfur and silicon. Specimens shall undergo tension tests, peel tests and tee tension tests and shall conform to the required values of tensile strength, yield point, and elongation.
SCOPE
1.1 This specification covers carbon and high-strength steel shapes of structural quality manufactured by the electric-resistance forge-welding process from coils.  
1.2 The size range covered is described in nominal dimensions for columns, beams, and tees.    
Size Range, in. (mm)  
Web thickness  
0.060 to 0.500 [1.5 to 12.7]  
Flange thickness  
0.060 to 0.500 [1.5 to 12.7]  
Overall depth  
2.00 to 24.00 [50 to 600]  
Flange width  
0.50 to 12.00 [12.7 to 300]  
1.3 These shapes are intended for two classes of application:  
1.3.1 Class 1—General structural use where static loading predominates.  
1.3.2 Class 2—Structural use where fatigue loading occurs and is a principal design consideration.  
Note 1: Caution—Because of the absence of smooth, integral, large radius fillets at the junctions of the webs and the flanges (see Fig. 1), fatigue limits of resistance forge-welded shapes in torsion, lateral loading, and flexure are usually lower than those for hot-rolled shapes of similar size and material. Users should consult shape manufacturers for recommended values of fatigue limits for each specific use, material, and size in cases where dynamic loading is a principal design consideration.  
FIG. 1 Appearance of Peel Test Criteria  
1.4 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.  
1.5 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
1.6 The following safety hazards caveat pertains only to the test methods portion, Section 10, of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

• Status: Historical
• Publication Date: 31-May-2017
• ICS: 77.140.70 - Steel profiles
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.02 - Structural Steel for Bridges, Buildings, Rolling Stock and Ships

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: A769/A769M − 17
Standard Specification for
Carbon and High-Strength Electric Resistance Forge-
1
Welded Steel Structural Shapes
This standard is issued under the fixed designation A769/A769M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* standard does not purport to address all of the safety concerns,
if any, associated with its use. It is the responsibility of the user
1.1 This specification covers carbon and high-strength steel
of this standard to establish appropriate safety and health
shapes of structural quality manufactured by the electric-
practices and determine the applicability of regulatory limita-
resistance forge-welding process from coils.
tions prior to use.
1.2 The size range covered is described in nominal dimen-
1.7 This international standard was developed in accor-
sions for columns, beams, and tees.
dance with internationally recognized principles on standard-
Size Range, in. (mm)
ization established in the Decision on Principles for the
Web thickness 0.060 to 0.500 [1.5 to 12.7]
Development of International Standards, Guides and Recom-
Flange thickness 0.060 to 0.500 [1.5 to 12.7]
mendations issued by the World Trade Organization Technical
Overall depth 2.00 to 24.00 [50 to 600]
Flange width 0.50 to 12.00 [12.7 to 300]
Barriers to Trade (TBT) Committee.
1.3 These shapes are intended for two classes of application:
2. Referenced Documents
1.3.1 Class 1—General structural use where static loading
2
predominates.
2.1 ASTM Standards:
1.3.2 Class 2—Structural use where fatigue loading occurs
A6/A6M Specification for General Requirements for Rolled
and is a principal design consideration.
Structural Steel Bars, Plates, Shapes, and Sheet Piling
A370 Test Methods and Definitions for Mechanical Testing
of Steel Products
NOTE 1—Caution—Because of the absence of smooth, integral, large
A568/A568M Specification for Steel, Sheet, Carbon,
radius fillets at the junctions of the webs and the flanges (see Fig. 1),
fatigue limits of resistance forge-welded shapes in torsion, lateral loading, Structural, and High-Strength, Low-Alloy, Hot-Rolled and
and flexure are usually lower than those for hot-rolled shapes of similar
Cold-Rolled, General Requirements for
size and material. Users should consult shape manufacturers for recom-
A635/A635M Specification for Steel, Sheet and Strip,
mended values of fatigue limits for each specific use, material, and size in
Heavy-Thickness Coils, Hot-Rolled, Alloy, Carbon,
cases where dynamic loading is a principal design consideration.
Structural, High-Strength Low-Alloy, and High-Strength
1.4 When the steel is to be welded, it is presupposed that a
Low-Alloy with Improved Formability, General Require-
welding procedure suitable for the grade of steel and intended
ments for
use or service will be utilized. See Appendix X3 of Specifica-
A700 Guide for Packaging, Marking, and Loading Methods
tion A6/A6M for information on weldability.
for Steel Products for Shipment
1.5 The values stated in either SI units or inch-pound units
2.2 American Welding Society Standard:
3
are to be regarded separately as standard. The values stated in
AWS Specification D 1.1 Structural Welding Code
each system may not be exact equivalents; therefore, each
3. Ordering Information
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance
3.1 Orders for material under this specification should
with the standard.
include the following, as required, to describe the desired
1.6 The following safety hazards caveat pertains only to the
material adequately:
test methods portion, Section 10, of this specification: This 3.1.1 Quantity (total number of feet (metres) or lengths),
1 2
This specification is under the jurisdiction of ASTM Committee A01 on Steel, For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved June 1, 2017. Published June 2017. Originally the ASTM website.
3
approved in 1979. Last previous edition approved in 2010 as A769/A769M – 05 Available from American Welding Society (AWS), 8669 NW 36 St., #130,
(2010). DOI: 10.1520/A0769_A0769M-17. Miami, FL 33166-6672, http://www.aws.org.
*A Summary of Changes section appears at the end of this standard
Copy
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: A769/A769M − 05 (Reapproved 2010) A769/A769M − 17
Standard Specification for
Carbon and High-Strength Electric Resistance Forge-
1
Welded Steel Structural Shapes
This standard is issued under the fixed designation A769/A769M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope Scope*
1.1 This specification covers carbon and high-strength steel shapes of structural quality manufactured by the electric-resistance
forge-welding process from coils.
1.2 The size range covered is described in nominal dimensions for columns, beams, and tees.
Size Range, in. (mm)
Web thickness 0.060 to 0.375 [1.5 to 10]
Web thickness 0.060 to 0.500 [1.5 to 12.7]
Flange thickness 0.060 to 0.500 [1.5 to 12.7]
Overall depth 2.00 to 24.00 [50 to 600]
Flange width 0.50 to 12.00 [12.7 to 300]
1.3 These shapes are intended for two classes of application:
1.3.1 Class 1—General structural use where static loading predominates.
1.3.2 Class 2—Structural use where fatigue loading occurs and is a principal design consideration.
NOTE 1—Caution—CautionBecause—Because of the absence of smooth, integral, large radius fillets at the junctions of the webs and the flanges (see
Fig. 1), fatigue limits of resistance forge-welded shapes in torsion, lateral loading, and flexure are usually lower than those for hot-rolled shapes of similar
size and material. Users should consult shape manufacturers for recommended values of fatigue limits for each specific use, material, and size in cases
where dynamic loading is a principal design consideration.
1.4 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use
or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.5 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each
system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the
two systems may result in non-conformance with the standard.
1.6 The following safety hazards caveat pertains only to the test methods portion, Section 10, of this specification:This standard
does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this
standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
1.7 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A568/A568M Specification for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled,
General Requirements for
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.02
on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved April 1, 2010June 1, 2017. Published July 2010June 2017. Originally approved in 1979. Last previous edition approved in 20052010 as
A769/A769M – 05.A769/A769M – 05 (2010). DOI: 10.1520/A0769_A0769M-05R10.10.1520/A0769_A0769M-17.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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A769/A769M − 17
FIG. 1 Appearance of Peel Test Criteria
A635/A635M Specification for Steel, Sheet and Strip, Heavy-Thickness Coils, Hot-Rolled, A
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