ASTM A996/A996M-14a
(Specification)Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement
Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement
ABSTRACT
This specification covers rail-steel and axle-steel deformed bars for concrete reinforcement. The standard sizes and dimensions of deformed bars and their number designation are presented. The carbon determination, deformation requirements and deformation measurement are provided. The material shall conform to the requirements prescribed by the specification. The yield point or yield strength shall be determined by either drop of the beam or halt in the gage of the testing machine, or by extension under load using an autographic diagram method. For all bar sizes a tension test, a bend test and a set of dimensional property tests including bar weight and spacing, height, and gap of deformations shall be made from each lot of 10 tons.
SCOPE
1.1 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. (A) The nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same weight [mass] per foot [metre] as the deformed bar.(B) 9 [29] – 11 [36] axle-steel bars only.
1.2 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.
1.3 Type “rail symbol” and Type R are of two minimum yield strength levels, namely 50 000 psi [350 MPa] and 60 000 psi [420 MPa] designated as Grade 50 [350] and Grade 60 [420], respectively. Type A is of two minimum yield levels, namely 40 000 psi [280 MPa] and 60 000 psi [420 MPa] designated as Grade 40 [280] and Grade 60 [420], respectively.
1.4 The weldability of the steel is not a requirement of this specification.
1.5 This specification is applicable for orders in either inch-pound units (Specification A996) or SI units (Specification A996M).
1.6 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI 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.
1.7 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.
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Designation: A996/A996M −14a
StandardSpecification for
Rail-Steel and Axle-Steel Deformed Bars for Concrete
1
Reinforcement
This standard is issued under the fixed designationA996/A996M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* 2. Referenced Documents
2
1.1 This specification covers rail-steel and axle-steel bars 2.1 ASTM Standards:
for concrete reinforcement. Three types of product are A370 Test Methods and Definitions for Mechanical Testing
included, designated with a “rail symbol,” and an “R” for bars of Steel Products
made of rail-steel and with an “A” for bars made of axle-steel. A700 Practices for Packaging, Marking, and Loading Meth-
3
The standard sizes and dimensions of deformed bars and their ods for Steel Products for Shipment (Withdrawn 2014)
number designations are given in Table 1.All sizes and grades A751 Test Methods, Practices, and Terminology for Chemi-
of all types may not be readily available; manufacturers should cal Analysis of Steel Products
be consulted to verify availability. E29 Practice for Using Significant Digits in Test Data to
Determine Conformance with Specifications
1.2 The text of this specification references notes and
4
2.2 Military Standard:
footnotes that provide explanatory material. These notes and
MIL-STD-129 Marking for Shipment and Storage
footnotes, excluding those in tables and figures, shall not be
4
2.3 Federal Standard:
considered as requirements of the specification.
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
1.3 Type “rail symbol” and Type R are of two minimum
yield strength levels, namely 50 000 psi [350 MPa] and 60 000
3. Terminology
psi [420 MPa] designated as Grade 50 [350] and Grade 60
3.1 Definitions of Terms Specific to This Standard:
[420], respectively. Type A is of two minimum yield levels,
3.1.1 deformations, n—protrusions on a deformed bar.
namely 40 000 psi [280 MPa] and 60 000 psi [420 MPa]
3.1.2 deformed bar, n—steelbarwithtransverseprotrusions;
designated as Grade 40 [280] and Grade 60 [420], respectively.
a bar that is intended for use as reinforcement in reinforced
1.4 The weldability of the steel is not a requirement of this
concrete construction.
specification.
3.1.2.1 Discussion—The surface of the bar is provided with
1.5 This specification is applicable for orders in either
lugs or protrusions that inhibit longitudinal movement of the
inch-pound units (Specification A996) or SI units (Specifica-
bar relative to the concrete surrounding the bar in such
tion A996M).
construction.The lugs or protrusions conform to the provisions
of this specification.
1.6 The values stated in either inch-pound units or SI units
are to be regarded as standard. Within the text, the SI units are 3.1.3 rib, n—longitudinal protrusion on a deformed bar.
shown in brackets. The values stated must be used indepen-
4. Ordering Information
dently of the other. Combining values from the two systems
may result in nonconformance with the specification.
4.1 It shall be the responsibility of the purchaser to specify
all requirements that are necessary for material ordered to this
1.7 This standard does not purport to address all of the
specification. Such requirements shall include, but are not
safety concerns, if any, associated with its use. It is the
limited to, the following.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, the ASTM website.
3
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee The last approved version of this historical standard is referenced on
A01.05 on Steel Reinforcement. www.astm.org.
4
Current edition approved Oct. 1, 2014. Published October 2014. Originally Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
approved in 1998. Last previous edition approved in 2014 as A996/A996M – 14. Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
DOI: 10.1520/A0996_A0996M-14A. www.dodssp.daps.mil.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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A996/A996M −
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: A996/A996M − 14 A996/A996M − 14a
Standard Specification for
Rail-Steel and Axle-Steel Deformed Bars for Concrete
1
Reinforcement
This standard is issued under the fixed designation A996/A996M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 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.
1.2 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.
1.3 Type “rail symbol” and Type R are of two minimum yield strength levels, namely 50 000 psi [350 MPa] and 60 000 psi
[420 MPa] designated as Grade 50 [350] and Grade 60 [420], respectively. Type A is of two minimum yield levels, namely 40 000
psi [280 MPa] and 60 000 psi [420 MPa] designated as Grade 40 [280] and Grade 60 [420], respectively.
1.4 The weldability of the steel is not a requirement of this specification.
1.5 This specification is applicable for orders in either inch-pound units (Specification A996) or SI units (Specification A996M).
1.6 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI 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.
1.7 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
3
A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment (Withdrawn 2014)
A751 Test Methods, Practices, and Terminology for Chemical Analysis of Steel Products
E29 Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications
4
2.2 Military Standard:
MIL-STD-129 Marking for Shipment and Storage
4
2.3 Federal Standard:
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
3.1.1 deformations, n—protrusions on a deformed bar.
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.05
on Steel Reinforcement.
Current edition approved March 1, 2014Oct. 1, 2014. Published March 2014October 2014. Originally approved in 1998. Last previous edition approved in 20092014 as
A996/A996M – 09b.A996/A996M – 14. DOI: 10.1520/A0996_A0996M-14.10.1520/A0996_A0996M-14A.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
The last approved version of this historical standard is referenced on www.astm.org.
4
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://www.dodssp.daps.mil.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
A996/A996M − 14a
TABLE 1 Deformed Bar Designation Numbers, Nominal Weights [Masses], Nominal Dimensions, and Deformation Requirements
A
Nominal Nominal Dimensions Deformation Requirements, in. [mm]
Weight,
Maximum
Bar
lb/ft Cross-Sectional Maximum Minimum Gap (Chord
Designation Diameter, Perimeter,
[Nominal Area Average Average of 12.5 % of
No. in. [mm] in
...
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