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About This Item
Full Description
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 manufacturer.
1.3 The values stated in 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 (The inch-pound units are shown in brackets except in Table 1).
Document History
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ASTM A496/A496M-07
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Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement (Withdrawn 2013)- Most Recent
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ASTM A496/A496M-05
Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement- Historical Version
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ASTM A496-02
Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement- Historical Version
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ASTM A496-01
Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement- Historical Version
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ASTM A496-97ae1
Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement- Historical Version
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ASTM A496-97a
Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement- Historical Version
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ASTM A496-78
Standard Specification for Deformed Steel Wire For Concrete Reinforcement- Historical Version