ASTM A354-04e1
(Specification)Standard Specification for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally Threaded Fasteners
Standard Specification for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally Threaded Fasteners
SCOPE
1.1 This specification covers the chemical and mechanical requirements of quenched and tempered alloy steel bolts, studs, and other externally threaded fasteners 4 in. and under in diameter for application at normal atmospheric temperatures, where high strength is required and for limited application at elevated temperature (Note 0). Any alloy steel capable of meeting the minimum mechanical and chemical properties set forth in this specification may be used. Note 1 - For bolts, studs, or other externally threaded fasteners, to be used at elevated temperatures, refer to Specification A 193/A 193M.
1.2 Two levels of bolting strength are covered, designated Grades BC and BD. Selection will depend upon design and the stresses and service for which the product is to be used. Note 2 - Quenched and tempered alloy steel bolts for structural steel joints up through 11/2 in. in diameter are covered in Specification A 490. Alloy steel bolts, studs, and other externally threaded fasteners (that is, heavy hex-structural bolts over 11/2 in., hex bolts, anchor bolts, and countersunk bolts) exhibiting similar mechanical properties to bolts conforming to Specification A 490 shall be covered by Grade BD of this specification.
When bolts of Grade BD of this specification are considered for pretentioned applications in excess of 50 % of the bolt tensile strength, the additional requirements of head size, maximum tensile strength, nut size and strength, washer hardness, tests, and inspections contained in Specification A 490 should be carefully considered.
1.3 Nuts are covered in Specification A 563. Unless otherwise specified, the grade and style of nut for each grade of fastener shall be as follows:Grade of Fastener and Surface FinishNut Grade and StyleBC, plain (or with a coating of insufficient thick-ness to require over-tapped nuts) C, heavy hex BC, zinc-coated (or with a coating thickness re-quiring over-tapped nuts) DH, heavy hexBD, all finishes DH, heavy hex Nuts of other grades and styles having specified proof load stresses (Specification A 563, Table 3) greater than the specified grade and style of nut are suitable.
1.4 The values stated in inch-pound units are to be regarded as the standard.
1.5 Terms used in this specification are defined in Terminology F 1789 unless otherwise defined herein.
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Designation: A 354 – 04
Standard Specification for
Quenched and Tempered Alloy Steel Bolts, Studs, and Other
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Externally Threaded Fasteners
This standard is issued under the fixed designation A 354; 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 (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
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e NOTE—Sections 2.2 and 3.1.12 were editorially revised in October 2006.
1. Scope*
Nut Grade and
A
Grade of Fastener and Surface Finish Style
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1.1 This specification covers the chemical and mechanical
requirementsofquenchedandtemperedalloysteelbolts,studs, BC, plain (or with a coating of insufficient thick- C, heavy hex
ness to require over-tapped nuts)
and other externally threaded fasteners 4 in. and under in
BC, zinc-coated (or with a coating thickness re- DH, heavy hex
diameter for application at normal atmospheric temperatures,
quiring over-tapped nuts)
where high strength is required and for limited application at
BD, all finishes DH, heavy hex
elevated temperature (Note 1). Any alloy steel capable of
A
Nuts of other grades and styles having specified proof load stresses (Speci-
meeting the minimum mechanical and chemical properties set
fication A 563, Table 3) greater than the specified grade and style of nut are
suitable.
forth in this specification may be used.
NOTE 1—For bolts, studs, or other externally threaded fasteners, to be
used at elevated temperatures, refer to Specification A 193/A 193M.
1.4 The values stated in inch-pound units are to be regarded
1.2 Two levels of bolting strength are covered, designated
as the standard.
Grades BC and BD. Selection will depend upon design and the
1.5 Terms used in this specification are defined in Termi-
stresses and service for which the product is to be used.
nology F 1789 unless otherwise defined herein.
NOTE 2—Quenched and tempered alloy steel bolts for structural steel
2. Referenced Documents
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joints up through 1 ⁄2 in. in diameter are covered in Specification A 490.
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Alloy steel bolts, studs, and other externally threaded fasteners (that is,
2.1 ASTM Standards:
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heavy hex-structural bolts over 1 ⁄2 in., hex bolts, anchor bolts, and
A 153/A 153M Specification for Zinc Coating (Hot-Dip) on
countersunk bolts) exhibiting similar mechanical properties to bolts
Iron and Steel Hardware
conforming to Specification A 490 shall be covered by Grade BD of this
A 193/A 193M Specification for Alloy-Steel and Stainless
specification.
Steel Bolting Materials for High Temperature or High
When bolts of Grade BD of this specification are considered for
Pressure Service and Other Special Purpose Applications
pretentionedapplicationsinexcessof50 %ofthebolttensilestrength,the
additional requirements of head size, maximum tensile strength, nut size
A 490 Specification for Structural Bolts, Alloy Steel, Heat
and strength, washer hardness, tests, and inspections contained in Speci-
Treated, 150 ksi Minimum Tensile Strength
fication A 490 should be carefully considered.
A 563 Specification for Carbon and Alloy Steel Nuts
1.3 Nuts are covered in Specification A 563. Unless other- A 751 Test Methods, Practices, and Terminology for
wise specified, the grade and style of nut for each grade of Chemical Analysis of Steel Products
fastener shall be as follows: B 695 Specification for Coatings of Zinc Mechanically
Deposited on Iron and Steel
D 3951 Practice for Commercial Packaging
F 436 Specification for Hardened Steel Washers
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This specification is under the jurisdiction of ASTM Committee F16 on
Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,
Nuts, Rivets, and Washers.
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Current edition approved Aug. 1, 2004. Published August 2004. Originally For referenced ASTM standards, visit the ASTM website, www.astm.org, or
approved in 1952. Last previous edition approved in 2003 as A 354 – 03a. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
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For ASME Boiler and Pressure Vessel Code applications see related Specifi- Standards volume information, refer to the standard’s Document Summary page on
cation SA-354 in Section II of that Code. the ASTM website.
*A Summary of Changes section appears at the end of this standard.
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A354–04
F 606 Test Methods for Determining the Mechanical Prop- 4.4.2 When“hot-dip”isspecified,thefastenersshallbezinc
erties of Externally and Internally Threaded Fasteners, coated by the hot-dip process in accordance wit
...
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