ASTM A496-97ae1

Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

SCOPE
1.1 This specification covers deformed steel wire which has been cold-worked by drawing, rolling, or both drawing and rolling, to be used as produced, or in fabricated form, for the reinforcement of concrete in sizes having nominal cross-sectional areas not less than 6.45 mm 2  (0.01 in.2).
1.2 Supplement S1 describes high-strength wire, which shall be furnished when specifically ordered. It shall be permissible to furnish high-strength wire in place of regular wire if mutually agreed to by the purchaser and supplier.
1.3 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text the inch-pound units are shown in brackets. The value stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values may result in nonconformance with the specification.

General Information

• Status: Historical
• Publication Date: 09-Dec-2001
• ICS: 77.140.15 - Steels for reinforcement of concrete
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.05 - Steel Reinforcement

Relations

• Replaces: ASTM A496-97a - Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement
• Effective Date: 10-Dec-2001
• Replaced By: ASTM A496-01 - Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement
• Effective Date: 10-Dec-2001

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
e1
Designation: A 496 – 97a
Standard Specification for
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Steel Wire, Deformed, for Concrete Reinforcement
This standard is issued under the fixed designation A 496; 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 (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
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e NOTE—Editorial changes were made throughout in June 2001.
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1. Scope Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
2.4 Other Standard:
1.1 This specification covers deformed steel wire which has
ACI 318 Building Code Requirements for Structural Con-
been cold-worked by drawing, rolling, or both drawing and
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crete
rolling, to be used as produced, or in fabricated form, for the
reinforcement of concrete in sizes having nominal cross-
3. Terminology
2 2
sectional areas not less than 6.45 mm (0.01 in. ).
3.1 Definitions of Terms Specific to This Standard:
1.2 Supplement S1 describes high-strength wire, which
3.1.1 deformed steel wire for reinforcement—as used within
shall be furnished when specifically ordered. It shall be
the scope and intent of this specification, shall mean any
permissible to furnish high-strength wire in place of regular
cold-worked, deformed steel wire intended for use as rein-
wire if mutually agreed to by the purchaser and supplier.
forcement in concrete construction, the wire surface having
1.3 The values stated in either inch-pound units or SI units
deformations that: (1) inhibit longitudinal movement of the
are to be regarded as standard. Within the text the inch-pound
wire in such construction; and (2) conform to the provisions of
units are shown in brackets. The value stated in each system are
Section 5. It shall be permissible for the deformations to be
not exact equivalents; therefore, each system must be used
raised indented.
independently of the other. Combining values may result in
3.1.2 size number—as used in this specification, refers to
nonconformance with the specification.
the numerical designation of the wire as tabulated in Table 1
2. Referenced Documents and Table 2 under the column headed Deformed Wire Size
Number, or a number indicating the nominal cross-sectional
2.1 ASTM Standards:
area of the deformed wire in hundredths of a square inch.
A 370 Test Methods and Definitions for Mechanical Testing
2
of Steel Products
4. Ordering Information
A 497 Specification for Steel Welded Wire Fabric, De-
3 4.1 When deformed wire is ordered by size number, the
formed, for Concrete Reinforcement
dimensional requirements shall be as given in Table 1. When
A 700 Practices for Packaging, Marking, and Loading
4 deformed wire is ordered to dimensions other than the sizes
Methods for Steel Products for Domestic Shipment
shown, the nominal dimensions shall be developed from the
E 83 Practice for Verification and Classification of Exten-
5 applicable unit weight per foot of the section.
someters
4.2 Orders for material to this specification should include
2.2 Military Standards:
6 the following information:
MIL-STD-129 Marking for Shipment and Storage
4.2.1 Quantity (weight),
MIL-STD-163 Steel Mill Products Preparation for Ship-
6 4.2.2 Name of material (deformed steel wire for concrete
ment and Storage
reinforcement),
2.3 Federal Standard:
4.2.3 Wire diameter (see Table 1 and Table 2),
4.2.4 Packaging (see Section 16), and
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This specification is under the jurisdiction of ASTM Committee A-1 on Steel, 4.2.5 ASTM designation and year of issue.
Stainless Steel, and related Alloysand is the direct responsibility of Subcommittee
4.2.6 Special requirements, if any. (See Supplement S1.)
A01.05on Steel Reinforcement.
Current edition approved Dec. 10, 1997. Published December 1998. Originally
NOTE 1—A typical ordering description is as follows: 50 000 lb
published as A 496 – 64. Last previous edition A 496 – 97.
deformed steel wire for concrete reinforcement, size No. D-12, on pipe
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Annual Book of ASTM Standards, Vol 01.03
carriers, polyethylene shrouded, the ASTM A 496 –____ .
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Annual Book of ASTM Standards, Vol 01.04
4
Annual Book of ASTM Standards, Vol 01.05
5
Annual Book of ASTM Standards, Vol 03.01
6 7
Available from Standardization Documents Order Desk, Building 4, Section D, Available from American Concrete Institute, P.O. Box 9094, Farmington Hills,
700 Robbins Ave., Philadelphia, PA 19111–5094 MI 48333-9094.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
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A 496
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TABLE 1 Dimensional Requirements for Deformed Wire for Concrete Reinforcement in SI Units
Nominal Dimensions Deformation
...