Standard Specification for Steel Wire, Hard-Drawn for Prestressed Concrete Tanks

ABSTRACT
This specification covers uncoated, high-strength, hard-drawn steel wire for prestressed concrete tanks and similar structures. Steel samples shall be processed by either open-hearth, basic-oxygen, or electric furnace melting process. The wires shall be cold-drawn as well. Cast or heat analysis and product analysis shall be performed wherein the steel materials shall conform to the required chemical compositions of carbon, manganese, phosphorus, sulfur, and silicon. Steel specimens shall also undergo tensile tests, wrap tests, and torsion tests. Final products shall be marked by a tag.
SCOPE
1.1 This specification covers uncoated, high-strength, hard-drawn steel wire for use in the construction of prestressed concrete tanks and similar structures. In application, the wire is continuously wrapped on the structure maintaining tension by a device using a wire drawing die, or mechanical tensioning system without re-drawing.  
1.2 This specification is applicable only to the condition of the wire as delivered to the purchaser. It is not applicable to the properties or condition of the wire after application.  
1.2.1 Type A wire is to be tensioned by drawing through a wire drawing die or by a mechanical system without re-drawing.  
1.2.2 Type B wire is drawn to finished diameter by the manufacturer for tensioning by a mechanical system without re-drawing.  
Note 1: Type A wire, when tensioned by drawing through a die, may not function properly if the purchaser does not ensure that during application the surface of the wire is free of rust and foreign materials that can be detrimental to good wire drawing practice. Further, the purchaser should ensure that proper wire drawing techniques are followed, including adequate lubrication, cooling, and proper die mechanics.  
1.3 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification.  
1.4 This specification is applicable for orders in either inch-pounds units (as Specification A821) or in SI units (as Specification A821M).  
1.5 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 specification.  
1.6 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
Published
Publication Date
30-Apr-2021
Drafting Committee
A01.05 - Steel Reinforcement

Relations

Effective Date
01-Mar-2024
Effective Date
01-Jul-2019
Effective Date
01-Sep-2018
Effective Date
15-Nov-2017
Effective Date
01-Jan-2017
Effective Date
01-Nov-2015
Effective Date
15-May-2014
Effective Date
15-Nov-2013
Effective Date
01-Apr-2013
Effective Date
01-Apr-2013
Effective Date
15-Oct-2012
Effective Date
15-Mar-2012
Effective Date
15-Dec-2011
Effective Date
15-Nov-2011
Effective Date
15-Jun-2010

Overview

ASTM A821/A821M-21 is the standard specification for uncoated, high-strength, hard-drawn steel wire intended for use in prestressed concrete tanks and similar structures. Developed and maintained by ASTM International, this specification covers the requirements, testing methods, manufacture, and delivery conditions for steel wire utilized in creating durable and reliable prestressed concrete storage and containment structures.

The specification applies to steel wire produced by commercially accepted melting processes and finished by cold drawing, resulting in high tensile strength necessary for structural wire wrapping applications. It is suitable for both inch-pound and SI (metric) unit systems, designating them as A821 and A821M, respectively.

Key Topics

  • Scope and Applicability: ASTM A821/A821M-21 pertains to steel wire as delivered to the purchaser, not after installation. It covers both Type A (tensioned via die or mechanical system) and Type B (manufacturer-drawn, tensioned mechanically) wire types, ensuring adaptability for different application methods.
  • Manufacturing Techniques: Wire must be manufactured using open-hearth, basic-oxygen, or electric furnace processes, followed by cold drawing to achieve specified mechanical properties. No welds or joints are permitted in the final finished wire.
  • Chemical and Mechanical Properties: Strict requirements for chemical composition (carbon, manganese, phosphorus, sulfur, and silicon) ensure high-performance steel. Mechanical testing includes tensile strength, wrap tests, and torsion tests to assess the material’s quality and suitability for prestressing applications.
  • Workmanship and Quality: Final products must be free of surface defects like rust, pitting, kinks, or splits, and each coil must be one continuous length. Wire surface should be smooth and generally free of detrimental oxidation.
  • Testing and Inspection: Sampling plans specify the number and handling of specimens per quantity of wire delivered. All tests must conform to referenced ASTM methods, ensuring product reliability.
  • Ordering and Delivery: Orders must clearly state quantity, diameter, type, certification needs, marking, packaging, and other special requirements. Each coil is tagged with essential identification information.

Applications

  • Prestressed Concrete Tanks: These steel wires are specifically designed for the construction of water tanks, wastewater tanks, and other containment vessels where high-strength, prestressed reinforcement is essential for structural integrity and durability.
  • Critical Infrastructure Projects: Utilized in municipal water supply systems, industrial storage, and other concrete tank installations that demand longevity and high structural resilience.
  • Custom Prestressed Structures: ASTM A821/A821M-compliant wire may also be specified in other reinforced concrete applications where continuous wrapping under high tension provides superior performance.

Related Standards

When using ASTM A821/A821M-21 steel wire, reference to associated and supporting ASTM standards is vital for ensuring full compliance throughout the supply and installation pipeline. Relevant standards include:

  • ASTM A370 – Test Methods for Mechanical Testing of Steel Products
  • ASTM A510/A510M – Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel
  • ASTM A700 – Guide for Packaging, Marking, and Loading Methods for Steel Products for Shipment
  • ASTM A938 – Test Method for Torsion Testing of Wire
  • Practice E29 – Using Significant Digits in Test Data to Determine Conformance with Specifications

Meeting the requirements outlined in ASTM A821/A821M-21 is essential for professionals and organizations engaged in the specification, design, procurement, and installation of steel wire for prestressed concrete tanks, ensuring compliance, performance, and long-term value in infrastructure and industrial projects.

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Frequently Asked Questions

ASTM A821/A821M-21 is a technical specification published by ASTM International. Its full title is "Standard Specification for Steel Wire, Hard-Drawn for Prestressed Concrete Tanks". This standard covers: ABSTRACT This specification covers uncoated, high-strength, hard-drawn steel wire for prestressed concrete tanks and similar structures. Steel samples shall be processed by either open-hearth, basic-oxygen, or electric furnace melting process. The wires shall be cold-drawn as well. Cast or heat analysis and product analysis shall be performed wherein the steel materials shall conform to the required chemical compositions of carbon, manganese, phosphorus, sulfur, and silicon. Steel specimens shall also undergo tensile tests, wrap tests, and torsion tests. Final products shall be marked by a tag. SCOPE 1.1 This specification covers uncoated, high-strength, hard-drawn steel wire for use in the construction of prestressed concrete tanks and similar structures. In application, the wire is continuously wrapped on the structure maintaining tension by a device using a wire drawing die, or mechanical tensioning system without re-drawing. 1.2 This specification is applicable only to the condition of the wire as delivered to the purchaser. It is not applicable to the properties or condition of the wire after application. 1.2.1 Type A wire is to be tensioned by drawing through a wire drawing die or by a mechanical system without re-drawing. 1.2.2 Type B wire is drawn to finished diameter by the manufacturer for tensioning by a mechanical system without re-drawing. Note 1: Type A wire, when tensioned by drawing through a die, may not function properly if the purchaser does not ensure that during application the surface of the wire is free of rust and foreign materials that can be detrimental to good wire drawing practice. Further, the purchaser should ensure that proper wire drawing techniques are followed, including adequate lubrication, cooling, and proper die mechanics. 1.3 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification. 1.4 This specification is applicable for orders in either inch-pounds units (as Specification A821) or in SI units (as Specification A821M). 1.5 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 specification. 1.6 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.

ABSTRACT This specification covers uncoated, high-strength, hard-drawn steel wire for prestressed concrete tanks and similar structures. Steel samples shall be processed by either open-hearth, basic-oxygen, or electric furnace melting process. The wires shall be cold-drawn as well. Cast or heat analysis and product analysis shall be performed wherein the steel materials shall conform to the required chemical compositions of carbon, manganese, phosphorus, sulfur, and silicon. Steel specimens shall also undergo tensile tests, wrap tests, and torsion tests. Final products shall be marked by a tag. SCOPE 1.1 This specification covers uncoated, high-strength, hard-drawn steel wire for use in the construction of prestressed concrete tanks and similar structures. In application, the wire is continuously wrapped on the structure maintaining tension by a device using a wire drawing die, or mechanical tensioning system without re-drawing. 1.2 This specification is applicable only to the condition of the wire as delivered to the purchaser. It is not applicable to the properties or condition of the wire after application. 1.2.1 Type A wire is to be tensioned by drawing through a wire drawing die or by a mechanical system without re-drawing. 1.2.2 Type B wire is drawn to finished diameter by the manufacturer for tensioning by a mechanical system without re-drawing. Note 1: Type A wire, when tensioned by drawing through a die, may not function properly if the purchaser does not ensure that during application the surface of the wire is free of rust and foreign materials that can be detrimental to good wire drawing practice. Further, the purchaser should ensure that proper wire drawing techniques are followed, including adequate lubrication, cooling, and proper die mechanics. 1.3 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification. 1.4 This specification is applicable for orders in either inch-pounds units (as Specification A821) or in SI units (as Specification A821M). 1.5 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 specification. 1.6 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.

ASTM A821/A821M-21 is classified under the following ICS (International Classification for Standards) categories: 77.140.15 - Steels for reinforcement of concrete. The ICS classification helps identify the subject area and facilitates finding related standards.

ASTM A821/A821M-21 has the following relationships with other standards: It is inter standard links to ASTM A370-24, ASTM A370-19, ASTM A938-18, ASTM A370-17a, ASTM A370-17, ASTM A370-15, ASTM A370-14, ASTM A370-13, ASTM A938-07(2013), ASTM A510/A510M-13, ASTM A370-12a, ASTM A370-12, ASTM A510/A510M-11, ASTM A370-11a, ASTM A370-10. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

ASTM A821/A821M-21 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


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.
Designation:A821/A821M −21
Standard Specification for
Steel Wire, Hard-Drawn for Prestressed Concrete Tanks
This standard is issued under the fixed designationA821/A821M; 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* 1.6 This international standard was developed in accor-
dance with internationally recognized principles on standard-
1.1 This specification covers uncoated, high-strength, hard-
ization established in the Decision on Principles for the
drawn steel wire for use in the construction of prestressed
Development of International Standards, Guides and Recom-
concrete tanks and similar structures. In application, the wire is
mendations issued by the World Trade Organization Technical
continuously wrapped on the structure maintaining tension by
Barriers to Trade (TBT) Committee.
a device using a wire drawing die, or mechanical tensioning
system without re-drawing.
2. Referenced Documents
1.2 This specification is applicable only to the condition of
2.1 ASTM Standards:
the wire as delivered to the purchaser. It is not applicable to the
A370 Test Methods and Definitions for Mechanical Testing
properties or condition of the wire after application.
of Steel Products
1.2.1 Type A wire is to be tensioned by drawing through a
A510/A510M Specification for General Requirements for
wire drawing die or by a mechanical system without re-
Wire Rods and Coarse Round Wire, Carbon Steel, and
drawing.
Alloy Steel
1.2.2 Type B wire is drawn to finished diameter by the
A938 Test Method for Torsion Testing of Wire
manufacturer for tensioning by a mechanical system without
E29 Practice for Using Significant Digits in Test Data to
re-drawing.
Determine Conformance with Specifications
NOTE 1—Type A wire, when tensioned by drawing through a die, may
2.2 Military Standard:
not function properly if the purchaser does not ensure that during
MIL-STD-129 Military Marking for Shipment and Storage
application the surface of the wire is free of rust and foreign materials that
2.3 Federal Standard:
can be detrimental to good wire drawing practice. Further, the purchaser
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
should ensure that proper wire drawing techniques are followed, including
adequate lubrication, cooling, and proper die mechanics.
3. Ordering Information
1.3 The text of this specification references notes and
footnotes which provide explanatory material. These notes and
3.1 Ordersforhard-drawnsteelwireunderthisspecification
footnotes (excluding those in tables) shall not be considered as
shall contain the following information:
requirements of the specification. 3.1.1 Quantity (lb [kg]),
3.1.2 Wire diameter (inches [millimetres]),
1.4 This specification is applicable for orders in either
3.1.3 Type A wire or Type B wire, and
inch-pounds units (as Specification A821) or in SI units (as
3.1.4 ASTM designation A821 [A821M] and year of issue.
Specification A821M).
3.2 Thepurchasershallhavetheoptiontospecifyadditional
1.5 The values stated in either inch-pound units or SI units
requirements, including but not limited to, the following:
are to be regarded separately as standard. Within the text, the
3.2.1 Special wire diameters (7.2)
SI units are shown in brackets. The values stated in each
3.2.2 Pre-lubrication of Type A wire (8.6)
system may not be exact equivalents; therefore, each system
3.2.3 Number of tests (9.2.1)
shall be used independently of the other. Combining values
3.2.4 Requirements for inspection (10.1),
from the two systems may result in non-conformance with the
3.2.5 Certification (12.1),
specification.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
This specification is under the jurisdiction of ASTM Committee A01 on Steel, contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee Standards volume information, refer to the standard’s Document Summary page on
A01.05 on Steel Reinforcement. the ASTM website.
Current edition approved May 1, 2021. Published May 2021. Originally Available from U.S. Government Printing Office, Superintendent of
approved in 1984. Last previous edition approved in 2015 as A821/A821M – 15. Documents, 732 N. Capitol St., NW, Washington, DC 20401-0001, http://
DOI: 10.1520/A0821_A0821M-21. www.access.gpo.gov.
*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
A821/A821M−21
TABLE 1 Chemical Composition Requirements
4.3 The wire shall be cold-drawn to produce the prescribed
Element Composition, % mechanical properties.
Carbon 0.50 to 0.85
4.4 There shall be no welds or joints in the finished wire.
Manganese 0.60 to 1.10
Welds or joints made during drawing to enable continuity of
Phosphorus, max 0.040
Sulfur, max 0.050
operations shall be removed.
Silicon 0.10 to 0.35
5. Chemical Composition Requirements
5.1 The steel shall conform to the chemical composition
TABLE 2 Tensile Requirements (Type A)
requirements specified in Table 1.
Tensile Strength, ksi [MPa]
Diameter, in. [mm]
Min Max
5.2 An analysis of each heat of steel shall be furnished by
0.162 [4.1] 218 [1500] 258 [1780]
the manufacturer showing the percentages of all the elements
0.177 [4.5] 213 [1470] 253 [1740]
specified in Table 1. The wire shall be subject to permissible
0.192 [4.9] 210 [1450] 250 [1720]
0.207 [5.3] 208 [1430] 248 [1710] variation for product analysis specified in Specification A510/
0.225 [5.7] 204 [1410] 244 [1680]
A510M, Table 7.
0.235 [6.0] 202 [1390] 242 [1670]
6. Mechanical Property Requirements
TABLE 3 Tensile Requirements (Type B)
6.1 TensileStrengthTest—TypeAwireasrepresentedbythe
Minimum Tensile Strength, ksi [MPa] test specimens shall conform to the requirements prescribed in
Diameter, in. [mm]
Min Max
Table 2.Type B wire as represented by the test specimens shall
0.162 [4.1] 231 [1590] 262 [1810]
conform to the requirements in Table 3.
0.192 [4.9] 222 [1530] 252 [1740]
0.250 [6.4] 211 [1450] 241 [1660]
6.2 Wrap Test—The wire as represented by the wrap-test
specimens shall conform to the requirements prescribed in
Table 4.
TABLE 4 Wrap-Test Requirements
6.3 The tensile strength test and wrap test shall be made in
Diameter, in. [mm] Mandrel Diameter
A
0.162 to 0.250 [4.1 to 6.4], incl 2X accordance with Test Methods and Definitions A370, Annex
A
A4.
X is specified wire diameter.
6.4 Torsion Test—Torsion requirements shall conform to
those prescribed in Table 5 for Type A wire and Type B wire.
TABLE 5 Torsion Requirements
The test shall be conducted according to Test Method A938.
Diameter, in. [mm] Minimum Number of Turns to Failure in
8 in. [200 mm]
7. Permissible Variations in Diameter
0.162 [4.1] 9
0.177 [4.5] 8
7.1 The diameter of the wire shall not vary
...


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: A821/A821M − 15 A821/A821M − 21
Standard Specification for
Steel Wire, Hard-Drawn for Prestressed Concrete Tanks
This standard is issued under the fixed designation A821/A821M; 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*
1.1 This specification covers uncoated, high-strength, hard-drawn steel wire for use in the construction of prestressed concrete
tanks and similar structures. In application, the wire is continuously wrapped on the structure maintaining tension by a device using
a wire drawing die, or mechanical tensioning system without re-drawing.
1.2 This specification is applicable only to the condition of the wire as delivered to the purchaser. It is not applicable to the
properties or condition of the wire after application.
1.2.1 Type A wire is to be tensioned by drawing through a wire drawing die or by a mechanical system without re-drawing.
1.2.2 Type B wire is drawn to finished sizediameter by the manufacturer for tensioning by a mechanical system without
re-drawing.
NOTE 1—Type A wire, when tensioned by drawing through a die, may not function properly if the purchaser does not ensure that during application the
surface of the wire is free of rust and foreign materials that can be detrimental to good wire drawing practice. Further, the purchaser should ensure that
proper wire drawing techniques are followed, including adequate lubrication, cooling, and proper die mechanics.
1.3 The text of this standardspecification references notes and footnotes which provide explanatory material. These notes and
footnotes (excluding those in tables and figures) tables) shall not be considered as requirements of the standard.specification.
1.4 This specification is applicable for orders in either inch-pounds units (as Specification A821) or in SI units (as Specification
A821M).
1.5 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units
are shown in brackets. 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.specification.
1.6 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.
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.05
on Steel Reinforcement.
Current edition approved May 1, 2015May 1, 2021. Published May 2015May 2021. Originally approved in 1984. Last previous edition approved in 20102015 as
A821/A821M – 10.A821/A821M – 15. DOI: 10.1520/A0821_A0821M-15.10.1520/A0821_A0821M-21.
*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
A821/A821M − 21
2. Referenced Documents
2.1 ASTM Standards:
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A510A510/A510M Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel (Metric)
A0510_A0510M Steel, and Alloy Steel
A700 Guide for Packaging, Marking, and Loading Methods for Steel Products for Shipment
A938 Test Method for Torsion Testing of Wire
E29 Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications
2.2 Military Standard:
MIL-STD-129 Military Marking for Shipment and Storage
2.3 Federal Standard:
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
3. Ordering Information
3.1 It shall be the responsibility of the purchaser to specify all requirements that are necessary for material ordered to this
specification. Such requirements shall include, but are not limited to, the following:Orders for hard-drawn steel wire under this
specification shall contain the following information:
3.1.1 Quantity (weight) [mass], (lb [kg]),
3.1.2 Wire diameter (inches [millimetres]),
3.1.3 Name of material (hard-drawn steel wire for prestressed concrete tanks, Type A wire or Type B wire),wire, and
3.1.3 Wire diameter,
3.1.4 Certification, if required (12.1),
3.1.5 Marking (13.1),
3.1.6 Packaging (14.1), and
3.1.4 ASTM designation A821 [A821M] and year of issue.
3.2 Pre-lubrication, if required, shall be specified by the purchaser (seeThe purchaser shall have the option to Note 2). specify
additional requirements, including but not limited to, the following:
NOTE 2—Pre-lubrication refers to the intentional addition or residue of solid lubricant on the wire surface prior to shipment to facilitate redrawing for
Type A wire. Pre-lubrication is not used in Type B wire.
3.2.1 Special wire diameters (7.2)
3.2.2 Pre-lubrication of Type A wire (8.6)
3.2.3 Number of tests (9.2.1)
3.2.4 Requirements for inspection (10.1),
3.2.5 Certification (12.1),
3.2.6 Packaging, package marking and loading for shipment (Section 14), and
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’sstandard’s Document Summary page on the ASTM website.
Available from U.S. Government Printing Office, Superintendent of Documents, 732 N. Capitol St., NW, Washington, DC 20401-0001, http://www.access.gpo.gov.
A821/A821M − 21
3.2.7 Other special requirements, if any.
4. Manufacture
4.1 The steel may be made by any commercially accepted steel-making process. The steel may be either ingot cast or strand cast.
4.2 The steel shall be of such quality, that the finished wire shall be free of detrimental pipe and undue segregation.
4.3 The wire shall be cold-drawn to produce the prescribed mechanical properties.
4.4 There shall be no welds or joints in the finished wire. Welds or joints made during drawing to enable continuity of operations
shall be removed.
5. Chemical Composition Requirements
5.1 The steel shall conform to the chemical composition requirements specified in Table 1.
5.2 An analysis of each heat of steel shall be furnished by the manufacturer showing the percentages of all the elements specified
in Table 1. The wire shall be subject to permissible variation for product analysis specified in Specification A510A510/A510M,
Table 7.
6. Mechanical Property Requirements
6.1 Tensile Strength Test—Type A wire as represented by the test specimens shall conform to the requirements prescribed in Table
2. Type B wire as represented by the test specimens shall conform to the requirements in Table 3.
6.2 Wrap Test—The wire as represented by the wrap-test specimens shall conform to the requirements prescribed in Table 4.
6.3 The tensile strength test and wrap test shall be made in accordance with Test Methods and Definitions A370, Annex A4.
6.4 Torsion Test—Torsion requirements shall conform to those prescribed in Table 5 for Type A wire and Type B wire. The test
shall be conducted according to Test Method A938.
7. Permissible Variations in Diameter
7.1 The diameter of the wire shall not vary from that specified by more than the tolerances shown in Table 6.
7.2 If wire diameters other than those specified in Table 2, Table 3, and Table 5 are ordered, tensile strength values and torsion
values may be interpolated.
7.3 For purposes of determining conformance with this specification, all specified limits are absolute as defined in Practice E29.
8. Workmanship, Finish, and Appearance
8.1 The surface of the wire, as received, received by the purchaser, shall be smooth and generally free of rust (see Note 32). A
light oxidation film that does not cause pitting of the wire surface visible to a person with normal or corrected vision after wiping
TABLE 1 Chemical Com
...

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