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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

  1. ASTM A496/A496M-07

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    Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement (Withdrawn 2013)

    • Most Recent
  2. ASTM A496/A496M-05


    Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

    • Historical Version
  3. ASTM A496-02


    Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

    • Historical Version
  4. ASTM A496-01


    Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

    • Historical Version
  5. ASTM A496-97ae1


    Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

    • Historical Version
  6. ASTM A496-97a


    Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

    • Historical Version
  7. ASTM A496-78


    Standard Specification for Deformed Steel Wire For Concrete Reinforcement

    • Historical Version