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ASTM F468M-06e1

(Specification)

Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]

Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]

ABSTRACT
This specification covers the requirements for commercial wrought nonferrous bolts, hex cap screws, and studs manufactured from a number of alloys in common use and intended for general service applications. The bolts, cap screws, and studs shall be manufactured from material having a chemical composition conforming to the requirements specified. The fasteners shall be cold formed, hot formed, or machined from suitable material. Different tests shall be conducted in order to determine the following mechanical properties of fasteners: hardness, tensile strength, yield strength, and elongation.
SIGNIFICANCE AND USE
For purposes of determining compliance with the specified limits for requirements of the properties listed in this specification, an observed value or calculated value shall be rounded in accordance with Practice E 29.
SCOPE
1.1 This specification covers the requirements for commercial wrought nonferrous bolts, hex cap screws, and studs in nominal thread diameters M6 to M36 inclusive manufactured from a number of alloys in common use and intended for general service applications.  
1.2 Unless otherwise specified, nuts used on these bolts, cap screws, and studs shall conform to the requirements of Specification F 467M. Nuts shall be of the same alloy group as the fastener on which they are used and shall have a specified minimum proof stress equal to or greater than the specified minimum tensile strength stress of the fastener on which they are used.
Note 1—This specification is the metric companion of Specification F 468.

General Information

Status
Historical
Publication Date
30-Apr-2006
ICS
21.060.10 - Bolts, screws, studs
Technical Committee
F16 - Fasteners
Drafting Committee
F16.04 - Nonferrous Fasteners
Current Stage
Ref Project

Relations

Replaces
ASTM F468M-06 - Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]
Effective Date
01-May-2006
Replaced By
ASTM F468M-06(2012) - Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use (Metric)
Effective Date
01-Apr-2012
Referred By
ASTM F467M-06a(2018) - Standard Specification for Nonferrous Nuts for General Use (Metric)
Effective Date
01-May-2006
Referred By
ASTM B745/B745M-15(2021) - Standard Specification for Corrugated Aluminum Pipe for Sewers and Drains
Effective Date
01-May-2006
Referred By
ASTM B746/B746M-22 - Standard Specification for Corrugated Aluminum Alloy Structural Plate for Field-Bolted Pipe, Pipe-Arches, and Arches
Effective Date
01-May-2006

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ASTM F468M-06e1 - Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]ASTM F468M-06e1 - Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]
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REDLINE ASTM F468M-06e1 - Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]REDLINE ASTM F468M-06e1 - Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]
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REDLINE ASTM F468M-06e1 - Standard Specification for Nonferrous Bolts, Hex Cap Screws, and Studs for General Use [Metric]
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
´1
Designation: F468M – 06
Standard Specification for
Nonferrous Bolts, Hex Cap Screws, and Studs for General
1
Use (Metric)
This standard is issued under the fixed designation F468M; 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.
This standard has been approved for use by agencies of the Department of Defense.
1
´ NOTE—Table 1, Nickel and Nickel-Base Alloys was editorially corrected in February 2008.
1. Scope* Chromium-Molybdenum-Tungsten Alloy Rod
D3951 Practice for Commercial Packaging
1.1 This specification covers the requirements for commer-
E8M Test Methods for Tension Testing of Metallic Materi-
cial wrought nonferrous bolts, hex cap screws, and studs in
3
als [Metric]
nominal thread diameters M6 to M36 inclusive manufactured
E18 Test Methods for Rockwell Hardness of Metallic Ma-
from a number of alloys in common use and intended for
terials
general service applications.
E29 Practice for Using Significant Digits in Test Data to
1.2 Unless otherwise specified, nuts used on these bolts, cap
Determine Conformance with Specifications
screws, and studs shall conform to the requirements of Speci-
E34 Test Methods for ChemicalAnalysis ofAluminum and
fication F467M. Nuts shall be of the same alloy group as the
Aluminum-Base Alloys
fastener on which they are used and shall have a specified
E38 Methods for Chemical Analysis of Nickel-Chromium
minimum proof stress equal to or greater than the specified
3
and Nickel-Chromium-Iron Alloys
minimum tensile strength stress of the fastener on which they
E53 Test Method for Determination of Copper in Unalloyed
are used.
Copper by Gravimetry
NOTE 1—This specification is the metric companion of Specification
E54 Test Methods for ChemicalAnalysis of Special Brasses
F468.
3
and Bronzes
E55 Practice for Sampling Wrought Nonferrous Metals and
2. Referenced Documents
Alloys for Determination of Chemical Composition
2
2.1 ASTM Standards:
E62 Test Methods for Chemical Analysis of Copper and
B154 Test Method for Mercurous Nitrate Test for Copper
Copper Alloys (Photometric Methods)
Alloys
E75 Test Methods for ChemicalAnalysis of Copper-Nickel
B193 Test Method for Resistivity of Electrical Conductor
and Copper-Nickel-Zinc Alloys
Materials
E76 Test Methods for ChemicalAnalysis of Nickel-Copper
B211M Specification for Aluminum and Aluminum-Alloy
3
Alloys
Bar, Rod, and Wire (Metric)
E92 Test Method for Vickers Hardness of Metallic Materi-
B565 Test Method for Shear Testing of Aluminum and
als
Aluminum-Alloy Rivets and Cold-HeadingWire and Rods
E101 Test Method for Spectrographic Analysis of Alumi-
B574 Specification for Low-Carbon Nickel-Chromium-
num and Aluminum Alloys by the Point-to-Plane Tech-
Molybdenum, Low-Carbon Nickel-Molybdenum-
3
nique
Chromium-Tantalum, Low-Carbon Nickel-Chromium-
E120 Test Methods for Chemical Analysis of Titanium and
Molybdenum-Copper, and Low-Carbon Nickel-
3
Titanium Alloys
E165 PracticeforLiquidPenetrantExaminationforGeneral
Industry
1
This specification is under the jurisdiction of ASTM Committee F16 on
E227 Test Method for Optical Emission Spectrometric
Fasteners and is the direct responsibility of Subcommittee F16.04 on Nonferrous
Fasteners. Analysis of Aluminum and Aluminum Alloys by the
3
Current edition approved May 1, 2006. Published May 2006. Originally
Point-to-Plane Technique
approved in 1979. Last previous edition approved in 2005 as F468M – 05a. DOI:
E354 Test Methods for Chemical Analysis of High-
10.1520/F0468M-06E01.
2
Temperature, Electrical, Magnetic, and Other Similar Iron,
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
3
the ASTM website. Withdrawn.
*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 ----------------------
´1
F468M – 06
Nickel, and Cobalt Alloys required mechanical properties for the specified alloy in the
E478 TestMethodsforChemicalAnalysisofCopperAlloys finished fastener. See Specification B574 for nickel alloys.
E1409 Test Method for Determination of Oxygen and 4.1.2 The starting condition of the raw material shall be at
Nitrogen in Titanium and TitaniumAlloys by the Inert Gas the discretion of the fastener manufacturer but shall be such
Fusion Technique that the finished products conform to all of the specified
F467M Specification for Nonferrous Nuts for General Use requirement
...

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.
METRIC
E1
DESIGNATION:F468M–06
Designation:F468M–05a
Standard Specification for
Nonferrous Bolts, Hex Cap Screws, and Studs for General
1
Use [Metric]
This standard is issued under the fixed designation F 468M; 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.
1
e NOTE—Table 1, Nickel and Nickel-Base Alloys was editorially corrected in February 2008.
1. Scope*
1.1 This specification covers the requirements for commercial wrought nonferrous bolts, hex cap screws, and studs in nominal
thread diameters M6 to M36 inclusive manufactured from a number of alloys in common use and intended for general service
applications.
1.2 Unless otherwise specified, nuts used on these bolts, cap screws, and studs shall conform to the requirements of
Specification F 467M. Nuts shall be of the same alloy group as the fastener on which they are used and shall have a specified
minimum proof stress equal to or greater than the specified minimum tensile strength stress of the fastener on which they are used.
NOTE 1—This specification is the metric companion of Specification F 468.
2. Referenced Documents
2
2.1 ASTM Standards:
B 154 Test Method for Mercurous Nitrate Test for Copper and Copper Alloys
B 193 Test Method for Resistivity of Electrical Conductor Materials
B 211M Specification for Aluminum and Aluminum-Alloy Bar, Rod, and Wire [Metric]
B 565 Test Method for Shear Testing of Aluminum and Aluminum-Alloy Rivets and Cold-Heading Wire and Rods
B574
B 574 Specification for Low-Carbon Nickel-Chromium-Molybdenum, Low-Carbon Nickel-Molybdenum-Chromium-
Tantalum, Low-Carbon Nickel-Chromium-Molybdenum-Copper, and Low-Carbon Nickel-Chromium-Molybdenum-Tungsten
Alloy Rod
D 3951 Practice for Commercial Packaging
E 8M Test Methods offor Tension Testing of Metallic Materials [Metric]
E 18Test Methods for Rockwell Hardness and Rockwell Superficial Hardness of Metallic Materials Test Methods for Rockwell
Hardness of Metallic Materials
E 29 Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications
E 34 Test Methods for Chemical Analysis of Aluminum and Aluminum-Base Alloys
3
E 38 Methods for Chemical Analysis of Nickel-Chromium and Nickel-Chromium-Iron Alloys
E 53 Test MethodsMethod for Determination of Copper in Unalloyed Copper by Gravimetry
E 54 Test Methods for Chemical Analysis of Special Brasses and Bronzes
E 55 Practice for Sampling Wrought Nonferrous Metals and Alloys for Determination of Chemical Composition
E 62 Test Methods for Chemical Analysis of Copper and Copper Alloys (Photometric Methods)
E 75 Test Methods for Chemical Analysis of Copper-Nickel and Copper-Nickel-Zinc Alloys
E 76 Test Methods for Chemical Analysis of Nickel-Copper Alloys
E 92 Test Method for Vickers Hardness of Metallic Materials
0
E 101 Test Method for Spectrographic Analysis of Aluminum and Aluminum Alloys by the Point-to-Plane Technique
E 120 Test Methods for Chemical Analysis of Titanium and Titanium Alloys
E 165Practice for Liquid Penetrant Examination Test Method for Liquid Penetrant Examination
1
This specification is under the jurisdiction of ASTM Committee F16 on Fasteners and is the direct responsibility of Subcommittee F16.04 on Nonferrous Fasteners .
Current edition approved Nov.May 1, 2005.2006. Published November 2005.May 2006. Originally approved in 1979. Last previous edition approved in 2005 as
F 468M – 05a.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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
Withdrawn.
*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 ----------------------
e1
F468M–06
E 227 Test Method for Optical Emission Spectrometric Analysis of Aluminum and Aluminum Alloys by the Point-to-Plane
Technique
E 354 Test Methods for Chemical Analysis of High-Temperature, Electrical, Magnetic, and Other Similar Iron, Nickel, and
Cobalt Alloys
E 478 Test Methods for Chemical Analysis of Copper Alloys
E 1409 Test Method for Determination
...

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SCOPE
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SCOPE
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ABSTRACT
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Grade  
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Bolts, studs, and threaded rod having a minimum tensile strength of 60 ksi and intended for general applications,  
Grade B  
Bolts, studs, and threaded rodA having a tensile strength of 60 to 100 ksi and intended for flanged joints in piping systems with cast iron flanges, and  
Grade C  
Replaced by Specification F1554 Gr.36  
1.2 This specification does not cover requirements for machine screws, thread cutting/forming screws, mechanical expansion anchors or similar externally threaded fasteners.  
1.3 Suitable nuts are covered in Specification A563. Unless otherwise specified, the grade and style of nut for each grade of fastener, of all surface finishes, shall be as follows:    
Fastener Grade and Size  
Nut Grade and StyleA    
A 1/4 to 11/2 in.  
A, hex  
A over 11/2 to 4 in.  
A, heavy hex  
B, 1/4 to 4 in.  
A, heavy hex    
1.4 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.  
1.5 Supplementary Requirement S1 of an optional nature is provided, which describes additional restrictions to be applied when bolts are to be welded. It shall apply only when specified in the inquiry, order, and contract.  
1.6 Terms used in this specification are defined in Terminology F1789 unless otherwise defined herein.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM F1554-20(Specification)
Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

ABSTRACT
This specification covers the chemical, mechanical, and dimensional requirements, and associated test methods for straight and bent, headed and headless anchor bolts (also known as anchor rods) made of carbon, carbon boron, alloy, or high-strength low-alloy steel and having specified yield strengths. The anchor bolts are furnished in three strength grades, two thread classes, and various sizes, and are intended for anchoring structural supports to concrete foundations such as building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications. This specification, however, does not cover the requirements for mechanical expansion anchors, powder-activated nails or studs, and anchor bolts fabricated from deformed bars. The bolts shall adhere to specified elemental chemical compositions as examined by heat and product analysis. They shall also be tested for their conformance with mechanical properties such as tensile strength, yield strength, elongation, reduction of area, and stress area. The anchor bolts shall also meet specified values for nominal size, body diameter, bend section, length, bend angle, and coated length.
SCOPE
1.1 This specification covers straight, bent, headed, and headless anchor bolts (also known as anchor rods) made of carbon, medium carbon boron, alloy, or high-strength low-alloy steel. It provides for anchor bolts in three strength grades, two thread classes, and in the diameters specified in Section 4. The specification also covers all-thread rod for use in anchoring to concrete. References to anchor bolts in this standard do not necessarily exclude all-thread rod.  
1.2 Anchor bolts are intended for anchoring structural supports to concrete foundations. Such structural supports include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications.  
1.3 Supplementary requirements are included to provide for Grade 55 weldable steel, permanent manufacturers and grade identification, and impact properties for Grades 55 and 105.  
1.4 Zinc coating requirements are in Section 7.  
1.5 Suitable nuts and washers are listed in 6.7. Washers are detailed in 6.8.  
1.6 This specification does not cover mechanical expansion anchors, powder-activated nails or studs, or anchor bolts fabricated from deformed bar.  
1.7 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.  
1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM F541-12(2020)(Specification)
Standard Specification for Alloy Steel Eyebolts

ABSTRACT
This specification covers the basic requirements and corresponding test methods for forged, quenched, and tempered, alloy steel threaded eyebolts with improved toughness properties and that are chemically and metallurgically constituted to produce a low transition temperature to minimize brittle failure, intended primarily for low temperature applications. The eyebolts are furnished either as straight shank eyebolts (Type 1), or shoulder eyebolts (Type 2). Sampled specimens shall be tested, and conform accordingly to chemical (carbon, manganese, phosphorus, sulfur, silicon, chromium, molybdenum, and nickel), metallurgical (grain size, decarburization, and macrotech properties), and mechanical (Brinell hardness, tensile strength, breaking strength, proof load, impact strength, and bend strength) requirements.
SCOPE
1.1 This specification covers forged, quenched and tempered, alloy steel threaded eyebolts with improved toughness properties and intended primarily for low temperature applications. The eyebolts are chemically and metallurgically constituted to produce a low transition temperature to minimize brittle failure. Maximum thread size is 2.500 in. (63.50 mm).  
1.2 The eyebolts are furnished in two types, as follows:  
1.2.1 Type 1—Straight Shank Eyebolt.  
1.2.2 Type 2—Shoulder Eyebolt.  
1.3 The values stated in inch-pound units are to be regarded as the standard. The values in parentheses are for information only.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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