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AASHTO M 322M/M 322

Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

Organization:
AASHTO - American Association of State Highway and Transportation Officials
Year: 2010

Abstract: This specification covers rail-steel and axle-steel bars for concrete reinforcement. Three types of product are included, designated with a "rail symbol" and an "R" for bars made of rail-steel and with an "A" for bars made of axle-steel. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. All sizes and grades of all types may not be readily available; manufacturers should be consulted to verify availability.
The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables and figures, shall not be considered as requirements of the specification.
Type "rail symbol" and Type R are of two minimum yield levels, namely 350 MPa [50 000 psi] and 420 MPa [60 000 psi] designated as Grade 350 [50] and Grade 420 [60], respectively. Type A is of two minimum yield levels, namely 300 MPa [40 000 psi] and 420 MPa [60 000 psi] designated Grade 300 [40] and Grade 420 [60].
The weldability of the steel is not a requirement of this specification.
This specification is applicable for orders in either SI units (M 322M) or inch-pound units (M 322).
The values stated in either SI units or inch-pound units are to be regarded as standard. Within the text, the inch-pound units are shown in brackets. The values stated must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
URI: https://yse.yabesh.ir/std/handle/yse/67044
Subject: Concrete reinforcement
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    AASHTO M 322M/M 322

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contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2017-09-04T16:03:45Z
date available2017-09-04T16:03:45Z
date copyright01/01/2010
date issued2010
identifier otherRRKAADAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/67044
description abstractThis specification covers rail-steel and axle-steel bars for concrete reinforcement. Three types of product are included, designated with a "rail symbol" and an "R" for bars made of rail-steel and with an "A" for bars made of axle-steel. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. All sizes and grades of all types may not be readily available; manufacturers should be consulted to verify availability.
The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables and figures, shall not be considered as requirements of the specification.
Type "rail symbol" and Type R are of two minimum yield levels, namely 350 MPa [50 000 psi] and 420 MPa [60 000 psi] designated as Grade 350 [50] and Grade 420 [60], respectively. Type A is of two minimum yield levels, namely 300 MPa [40 000 psi] and 420 MPa [60 000 psi] designated Grade 300 [40] and Grade 420 [60].
The weldability of the steel is not a requirement of this specification.
This specification is applicable for orders in either SI units (M 322M) or inch-pound units (M 322).
The values stated in either SI units or inch-pound units are to be regarded as standard. Within the text, the inch-pound units are shown in brackets. The values stated must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
languageEnglish
titleAASHTO M 322M/M 322num
titleStandard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcementen
typestandard
page8
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2010
contenttypefulltext
subject keywordsConcrete reinforcement
subject keywordsdeformations (protrusions)
subject keywordssteel bars
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