1. 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.
Keywords
concrete reinforcement; deformations (indentations); steel wire
ICS Code
ICS Number Code 77.140.15 (Steels for reinforcement of concrete)
DOI: 10.1520/A0496-01
ASTM International is a member of CrossRef.
Citing ASTM Standards
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