ASTM A706/A706M

Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT
Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT
STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

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Publication Date: 01/15/2016 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths and coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.

Grade—Bars are of two minimum yield strength levels: namely, 60 000 psi [420 MPa] and 80 000 psi [550 MPa], designated as Grade 60 [420] and Grade 80 [550], respectively.

Plain bars, in sizes up to and including 21⁄2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable.

Controlled Tensile Properties—This specification limits tensile properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4 ⁄D1.4M is recommended. The AWS D1.4/D1.4M Welding Code describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.2.5).

The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M].

The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 non-conformance with this specification.

This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

*A Summary of Changes section appears at the end of this standard

Document Type : Complete Document

Language : English

Page Count : 7

Publication Date : 01/15/2016

Revision : 16

Status : Current

Title : Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement

Publication Date: 07/01/2015 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths and coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.

Grade—Bars are of two minimum yield strength levels: namely, 60 000 psi [420 MPa] and 80 000 psi [550 MPa], designated as Grade 60 [420] and Grade 80 [550], respectively.

Plain bars, in sizes up to and including 21 2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable.

Controlled Tensile Properties—This specification limits tensile properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4 ⁄D1.4M is recommended. The AWS D1.4/D1.4M Welding Code describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.2.4).  The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M].

The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 non-conformance with this specification.

This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

*A Summary of Changes section appears at the end of this standard

Document Type : Complete Document

Language : English

Page Count : 7

Publication Date : 07/01/2015

Revision : 15

Status : Historical

Title : Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement

Publication Date: 04/01/2014 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths and coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.

Grade—Bars are of two minimum yield strength levels: namely, 60 000 psi [420 MPa] and 80 000 psi [550 MPa], designated as Grade 60 [420] and Grade 80 [550], respectively.

Plain bars, in sizes up to and including 2½ in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable.

Controlled Tensile Properties—This specification limits tensile properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. The AWS D1.4/D1.4M Welding Code describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.2.3).

The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M].

The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 non-conformance with this specification.

This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

*A Summary of Changes section appears at the end of this standard

Document Type : Complete Document

Language : English

Page Count : 7

Publication Date : 04/01/2014

Revision : 14

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 10/01/2013 - Complete Document

Description :

General-This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

Grade-Bars are of two minimum yield strength levels: namely, 60 000 psi [420 MPa] and 80 000 [550], designated as Grade 60 [420] and Grade 80 [550], respectively.

Plain bars, in sizes up to and including 21⁄2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties-This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding-This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.1.9).

This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this 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.

*A Summary of Changes section appears at the end of this standard

Document Type : Complete Document

Language : English

Page Count : 7

Publication Date : 10/01/2013

Revision : 13

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 11/15/2009 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

Grade—Bars are of two minimum yield strength levels: namely, 60 000 psi [420 MPa] and 80 000 [550], designated as Grade 60 [420] and Grade 80 [550], respectively.

NOTE 1—Bars designated as Grade 80 [550], which were introduced in the A706/A706M – 09a revision, may be outside consideration of consensus design codes and specifications.

Plain bars, in sizes up to and including 212 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties—This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this 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.

*A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 11/15/2009

Revision : 09B

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 10/01/2009 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

Grade—Bars are of two minimum yield strength levels: namely, 60 000 psi [420 MPa] and 80 000 [550], designated as Grade 60 [420] and Grade 80 [550], respectively.

NOTE 1—Bars designated as Grade 80 [550], which were introduced in the A706/A706M – 09a revision, may be outside consideration of consensus design codes and specifications.

Plain bars, in sizes up to and including 212 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties—This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A706) or in SI units [Specification A706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this 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.

*A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 10/01/2009

Revision : 09A

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 05/01/2009 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

Grade—Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain bars, in sizes up to and including 212 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties—This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this 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.

*A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 05/01/2009

Revision : 09

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 10/01/2008 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

Grade—Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain bars, in sizes up to and including 2½ in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties —This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this 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.

*A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 10/01/2008

Revision : 08A

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 05/01/2008 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables, shall not be considered as requirements of this specification.

Grade—Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 21/2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. 

Controlled Tensile Properties—This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of AWS D1.4/D1.4M is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements. 

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

*A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 05/01/2008

Revision : 08

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 05/01/2006 - Complete Document

Description :

General

This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade

Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 1⁄2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties

This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding

This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

*A Summary of Changes section appears at the end of this standard.

 

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 05/01/2006

Revision : 06A

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 03/01/2006 - Complete Document

Description :

General—This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade—Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 ½ in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties—This specification limits mechanical properties (Table 2) to provide the desired yield/ tensile properties for controlled tensile property applications.

Welding—This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

*A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 03/01/2006

Revision : 06

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 07/01/2005 - Complete Document

Description :

(Footnote *)

General

- This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade

- Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 ½ in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties

- This specification limits mechanical properties (Table 2) to provide the desired yield tensile properties for controlled tensile property applications.

Welding

- This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Footnote * - A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 07/01/2005

Revision : 05A

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 04/01/2005 - Complete Document

Description :

(Footnote *)

General - This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade - Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 ½ in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties - This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding - This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Footnote * - A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 04/01/2005

Revision : 05

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 10/01/2004 - Complete Document

Description :

(Footnote *)

General - This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade - Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 ½ in. [63.5 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties - This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding - This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Footnote * - A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 10/01/2004

Revision : 04B

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 05/01/2004 - Complete Document

Description :

(Footnote *)

General - This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade - Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties - This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding - This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Footnote * - A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 05/01/2004

Revision : 04A

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 01/01/2004 - Complete Document

Description :

(Footnote *)

General - This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade - Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties - This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding - This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Footnote * - A Summary of Changes section appears at the end of this standard.

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 01/01/2004

Revision : 04

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 06/10/2003 - Complete Document

Description :

General - This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade - Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties - This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding - This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Footnote * - A Summary of Changes section appears at the end of this Standard.

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 06/10/2003

Revision : 03A

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 04/10/2003 - Complete Document

Description :

General - This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade - Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties - This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding - This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 04/10/2003

Revision : 03

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 12/10/2002 - Complete Document

Description :

General - This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

Grade - Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

Plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

Controlled Tensile Properties - This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

Welding - This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 12/10/2002

Revision : 02

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 03/10/2001 - Complete Document

Description :

1. Scope

1.1 General--This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

1.2 Grade--Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

1.3 Plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

1.4 Controlled Tensile Properties--This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

1.5 Welding--This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

1.6 This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

1.7 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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 03/10/2001

Revision : 01

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 03/10/2000 - Complete Document

Description :

1. Scope

1.1 General--This specification covers deformed and plain low-alloy steel bars in cut lengths or coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 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 this specification.

1.2 Grade--Bars are of a single minimum yield strength level: namely, 60 000 psi [420 MPa], designated as Grade 60 [420].

1.3 Plain rounds, in sizes up to and including 2 in. [50.8 mm] in diameter in coils or cut lengths, when ordered, shall be furnished under this specification. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.

1.4 Controlled Tensile Properties--This specification limits mechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.

1.5 Welding--This specification limits chemical composition (6.2) and carbon equivalent (6.4) to enhance the weldability of the material. When steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. The use of the latest edition of ANSI/AWS D1.4 is recommended. This document describes the proper selection of the filler metals, preheat/interpass temperatures, as well as, performance and procedure qualification requirements.

1.6 This specification is applicable for orders in either inch-pound units (Specification A 706) or in SI units [Specification A 706M].

1.7 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 in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 03/10/2000

Revision : 00

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 09/10/1998 - Complete Document Changes Incorporated

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 09/10/1998

Revision : 98

Status : Historical

Supplement : W/

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 08/01/1999 - Base Document Changes Incorporated

Document Type : Base Document

Page Count : 5

Publication Date : 08/01/1999

Revision : 98

Status : Historical

Supplement : W/

Title : STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT

Publication Date: 09/10/1998 - Base Document

Document Type : Base Document

Page Count : 5

Publication Date : 09/10/1998

Revision : 98

Status : Historical

Title : STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT

Publication Date: 07/10/1996 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 07/10/1996

Revision : 96B

Status : Historical

Title : Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

Publication Date: 03/10/1996 - Complete Document

Document Type : Complete Document

Page Count : 5

Publication Date : 03/10/1996

Revision : 96A

Status : Historical

Title : STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT

Publication Date: 01/10/1996 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 4

Publication Date : 01/10/1996

Revision : 96

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 06/15/1995 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 06/15/1995

Revision : 95B

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 04/15/1995 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 04/15/1995

Revision : 95A

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 02/15/1995 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 02/15/1995

Revision : 95

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 08/15/1993 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 5

Publication Date : 08/15/1993

Revision : 93A

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 08/15/1993 - Base Document

Document Type : Base Document

Page Count : 5

Publication Date : 08/15/1993

Revision : 93A

Status : Historical

Title : STANDARD SPECIFICATION FOR DEFORMED AND PLAIN LOW-ALLOY STEEL BARS FOR CONCRETE REINFORCEMENT

Publication Date: 10/15/1992 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 4

Publication Date : 10/15/1992

Revision : 92B

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 02/15/1992 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 4

Publication Date : 02/15/1992

Revision : 92

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 04/27/1990 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 4

Publication Date : 04/27/1990

Revision : 90

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 12/07/1989 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 4

Publication Date : 12/07/1989

Revision : 89

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 08/26/1988 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 4

Publication Date : 08/26/1988

Revision : 88

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT

Publication Date: 08/22/1986 - Complete Document

Document Type : Complete Document

Language : English

Page Count : 6

Publication Date : 08/22/1986

Revision : 86

Status : Historical

Title : STANDARD SPECIFICATION FOR LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT