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Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2017-09-04T16:55:08Z
date available2017-09-04T16:55:08Z
date copyright2009.01.01 (R 2013)
date issued2013
identifier otherXAQVJFAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/118653
description abstractThis specification covers deformed steel wire that 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.
languageEnglish
titleAASHTO M 225M/M 225num
titleStandard Specification for Steel Wire, Deformed, for Concrete Reinforcementen
typestandard
page10
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2013
contenttypefulltext


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