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ASTM D5652-15

(Test Method)

Standard Test Methods for Single-Bolt Connections in Wood and Wood-Based Products

Standard Test Methods for Single-Bolt Connections in Wood and Wood-Based Products

SIGNIFICANCE AND USE
4.1 Connections are one of the most important components in wood construction. While the strength of metal bolts and of wood or wood-based products are ascertainable, a full evaluation of the performance of the combination is only possible through the testing of a complete connection assembly. Such variables as member thickness, member width, end and edge distances, type of bolt, fabrication tolerances, moisture content of the wood or wood-based product, preservative or fire-retardant treatment of the wood or wood-based product, species of wood, and/or material type and orientation of wood-based material may affect connection behavior. In order to develop design criteria for established bolt types as well as those under development, the effect of these variables on connection strength and stiffness must be known. The tests described herein permit the observation of data on the strength and stiffness of wood or wood-based connections, or both, under the influence of any or all of these factors.
SCOPE
1.1 These test methods cover procedures for evaluating the strength and stiffness of single-bolt connections in wood or wood-based products when subjected to short-term static loading. These test methods serve as a basis for determining the effects of various factors on the strength and stiffness of the connection. Long-term loading and creep displacement characteristics are outside the scope of this protocol.  
1.2 These test methods are intended for situations employing a smooth shank bolt with a constant diameter.  
1.3 The values stated in inch-pound units are to be regarded as the standard. The SI units in parentheses are for information only.  
1.4 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.

General Information

Status
Historical
Publication Date
30-Nov-2015
ICS
21.060.01 - Fasteners in general
79.020 - Wood technology processes
Technical Committee
D07 - Wood
Drafting Committee
D07.05 - Wood Assemblies
Current Stage
Ref Project

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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
Designation: D5652 − 15
Standard Test Methods for
Single-Bolt Connections in Wood and Wood-Based
1
Products
This standard is issued under the fixed designation D5652; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope F606/F606M Test Methods for Determining the Mechanical
Properties of Externally and Internally Threaded
1.1 These test methods cover procedures for evaluating the
Fasteners, Washers, Direct Tension Indicators, and Rivets
strength and stiffness of single-bolt connections in wood or
2.2 Federal Specification:
wood-based products when subjected to short-term static
Fed. Spec. FF-W-92 for Washers, Metal, Flat (Plain)
loading.Thesetestmethodsserveasabasisfordeterminingthe
2.3 Other Standards:
effects of various factors on the strength and stiffness of the
NDS ANSI/AWC National Design Specification for Wood
connection. Long-term loading and creep displacement char-
Construction
acteristics are outside the scope of this protocol.
3. Summary of Test Methods
1.2 These test methods are intended for situations employ-
ing a smooth shank bolt with a constant diameter.
3.1 Specimens consisting of at least one wood or wood-
based member fastened with one bolt to at least one other
1.3 The values stated in inch-pound units are to be regarded
as the standard. The SI units in parentheses are for information member of any material are evaluated for capacity to resist
compressive or tensile forces applied at a constant speed of
only.
displacement with a suitable testing machine. The slip, or
1.4 This standard does not purport to address all of the
displacement, of the connection at various intervals of loading
safety concerns, if any, associated with its use. It is the
is measured. Supplementary physical properties of the wood or
responsibility of the user of this standard to establish appro-
wood-based members are also determined.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
4. Significance and Use
4.1 Connections are one of the most important components
2. Referenced Documents
in wood construction. While the strength of metal bolts and of
2
2.1 ASTM Standards:
wood or wood-based products are ascertainable, a full evalu-
D2395 TestMethodsforDensityandSpecificGravity(Rela-
ation of the performance of the combination is only possible
tive Density) of Wood and Wood-Based Materials
through the testing of a complete connection assembly. Such
D2915 Practice for Sampling and Data-Analysis for Struc-
variables as member thickness, member width, end and edge
tural Wood and Wood-Based Products
distances, type of bolt, fabrication tolerances, moisture content
D4442 Test Methods for Direct Moisture Content Measure-
of the wood or wood-based product, preservative or fire-
ment of Wood and Wood-Based Materials
retardant treatment of the wood or wood-based product,
E4 Practices for Force Verification of Testing Machines
species of wood, and/or material type and orientation of
E2309/E2309M Practices for Verification of Displacement
wood-based material may affect connection behavior. In order
Measuring Systems and Devices Used in Material Testing
to develop design criteria for established bolt types as well as
Machines
those under development, the effect of these variables on
connection strength and stiffness must be known. The tests
described herein permit the observation of data on the strength
1
These test methods are under the jurisdiction of ASTM Committee D07 on
and stiffness of wood or wood-based connections, or both,
Wood and are the direct responsibility of Subcommittee D07.05 on Wood Assem-
under the influence of any or all of these factors.
blies.
Current edition approved Dec. 1, 2015. Published February 2016. Originally
5. Apparatus
approved in 1995. Last previous edition approved in 2013 as D5652 – 95 (2013).
DOI: 10.1520/D5652-15.
5.1 Testing Machine—Any suitable testing machine capable
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
of operation at a constant movable crosshead speed and having
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
an accuracy of 61 % when calibrated in accordance with
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Practices E4.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5652 − 15
5.2 Spherical Bearing Block, for compressive loading of wood-based product to be tested has a non-uniform
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D5652 − 95 (Reapproved 2013) D5652 − 15
Standard Test Methods for
BoltedSingle-Bolt Connections in Wood and Wood-Based
1
Products
This standard is issued under the fixed designation D5652; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 These test methods cover procedures for evaluating the strength and stiffness of single-boltedsingle-bolt connections in
wood or wood-based products when subjected to short-term static loading. These test methods serve as a basis for determining the
effects of various factors on the strength and stiffness of the connection. Long-term loading and creep displacement characteristics
are outside the scope of this protocol.
1.2 These test methods are intended for situations employing a smooth shank bolt with a constant diameter.
1.3 The values stated in inch-pound units are to be regarded as the standard. The SI units in parentheses are for information only.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
D2395 Test Methods for Density and Specific Gravity (Relative Density) of Wood and Wood-Based Materials
D2915 Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products
D4442 Test Methods for Direct Moisture Content Measurement of Wood and Wood-Based Materials
E4 Practices for Force Verification of Testing Machines
E2309/E2309M Practices for Verification of Displacement Measuring Systems and Devices Used in Material Testing Machines
F606F606/F606M Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners,
Washers, and Rivets (Metric) F0606_F0606M Direct Tension Indicators, and Rivets
2.2 Federal Specification:
Fed. Spec. FF-W-92 for Washers, Metal, Flat (Plain)
2.3 Other Standards:
NDS ANSI/AWC National Design Specification for Wood Construction
3. Summary of Test Methods
3.1 Specimens consisting of at least one wood or wood-based member fastened with one bolt to at least one other member of
any material are evaluated for capacity to resist compressive or tensile forces applied at a constant ratespeed of deformationdis-
placement with a suitable testing machine. The deformation slip, or displacement, of the connection at various intervals of loading
is measured. Supplementary physical properties of the wood or wood-based members are also determined.
4. Significance and Use
4.1 Connections are one of the weakest links most important components in wood construction. While the strength of metal
bolts and of wood or wood-based products are ascertainable, a full evaluation of the performance of the combination is only
possible through the testing of a complete connection. connection assembly. Such variables as member thickness, member width,
end and edge distances, type of bolt, fabrication tolerances, moisture content of the wood or wood-based product, preservative or
fire-retardant treatment of the wood or wood-based product, and species of wood species of wood, and/or material type and
1
These test methods are under the jurisdiction of ASTM Committee D07 on Wood and are the direct responsibility of Subcommittee D07.05 on Wood Assemblies.
Current edition approved April 1, 2013Dec. 1, 2015. Published April 2013February 2016. Originally approved in 1995. Last previous edition approved in 20072013 as
D5652 – 95 (2007).(2013). DOI: 10.1520/D5652-95R13.10.1520/D5652-15.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’sstandard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5652 − 15
orientation of wood-based material may affect connection behavior. In order to develop design criteria for established bolt types
as well as those under development, the effect of these variables on connection strength and stiffness must
...

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SIGNIFICANCE AND USE
4.1 Connections are one of the most important components in wood construction. While the strength of metal bolts and of wood or wood-based products are ascertainable, a full evaluation of the performance of the combination is only possible through the testing of a complete connection assembly. Such variables as member thickness, member width, end and edge distances, type of bolt, fabrication tolerances, moisture content of the wood or wood-based product, preservative or fire-retardant treatment of the wood or wood-based product, species of wood, and/or material type and orientation of wood-based material may affect connection behavior. In order to develop design criteria for established bolt types as well as those under development, the effect of these variables on connection strength and stiffness must be known. The tests described herein permit the observation of data on the strength and stiffness of wood or wood-based connections, or both, under the influence of any or all of these factors.
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SIGNIFICANCE AND USE
4.1 Connections are one of the most important components in wood construction. While the strength of metal bolts and of wood or wood-based products are ascertainable, a full evaluation of the performance of the combination is only possible through the testing of a complete connection assembly. Such variables as member thickness, member width, end and edge distances, type of bolt, fabrication tolerances, moisture content of the wood or wood-based product, preservative or fire-retardant treatment of the wood or wood-based product, species of wood, and/or material type and orientation of wood-based material may affect connection behavior. In order to develop design criteria for established bolt types as well as those under development, the effect of these variables on connection strength and stiffness must be known. The tests described herein permit the observation of data on the strength and stiffness of wood or wood-based connections, or both, under the influence of any or all of these factors.
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This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, and UNS R30556 nickel alloy billets and bars for reforging. The products shall be hot worked from ingots by rolling, forging, extruding, hammering, or pressing. The material shall conform to the chemical composition requirements prescribed by the reference material. The chemical composition of the material shall be determined by chemical analysis in accordance with test method E1473.
SCOPE
1.1 This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N10362, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, UNS N06699, and UNS R305562 billets and bars for reforging.  
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.3 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 become familiar with all hazards including those identified in the appropriate Safety Data Sheet (SDS) for this product/material as provided by the manufacturer, to establish appropriate safety, health, and environmental practices, and determine the applicability of regulatory limitations prior to use.  
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.

  • Technical specification
    5 pages
    English language
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  • Technical specification
    5 pages
    English language
    sale 15% off