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AASHTO M 225M/M 225
Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement
Year: 2009
Abstract: 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 mm2 [0.01 in.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.
The values stated in either 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 nonconformance with the standard. (The inch-pound units are shown in brackets except in Table 1.)
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.
The values stated in either 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 nonconformance with the standard. (The inch-pound units are shown in brackets except in Table 1.)
Subject: Concrete reinforcement
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AASHTO M 225M/M 225
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| contributor author | AASHTO - American Association of State Highway and Transportation Officials | |
| date accessioned | 2017-09-04T16:44:27Z | |
| date available | 2017-09-04T16:44:27Z | |
| date copyright | 01/01/2009 | |
| date issued | 2009 | |
| identifier other | VXHXMCAAAAAAAAAA.pdf | |
| identifier uri | https://yse.yabesh.ir/std/handle/yse/107858 | |
| description abstract | 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 mm2 [0.01 in.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. The values stated in either 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 nonconformance with the standard. (The inch-pound units are shown in brackets except in Table 1.) | |
| language | English | |
| title | AASHTO M 225M/M 225 | num |
| title | Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement | en |
| type | standard | |
| page | 9 | |
| status | Active | |
| tree | AASHTO - American Association of State Highway and Transportation Officials:;2009 | |
| contenttype | fulltext | |
| subject keywords | Concrete reinforcement | |
| subject keywords | deformations (indentations) | |
| subject keywords | steel wire |