ASTM D2555-17a

Standard Practice for Establishing Clear Wood Strength Values

ABSTRACT
This practice presents the two standard methods for determining the strength values of clear wood of different species in the unseasoned condition, unadjusted for end use, applicable to the establishment of working stresses for different solid wood products such as lumber, laminated wood, plywood, and round timbers. Method A provides for the use of the results of surveys of wood density involving extensive sampling of forest trees, in combination with the data obtained from standard strength tests. The average strength properties are obtained from wood density survey data through linear regression equations establishing the relation of specific gravity to the several strength properties. Method B, on the other hand, provides for the establishment of tables of strength values based on standard tests of small clear specimens in the unseasoned condition for use when data from density surveys are not available. Separate tables are employed to present the data on woods grown in the United States and on woods grown in Canada. Guidelines for the interpretation of the data in terms of assigned values, information basic to the translation of the clear wood values into working stresses, presently available data with appropriate provisions for their application and use, and methods for estimating some useful mechanical properties by relating them to other properties are presented herein as well.
SCOPE
1.1 This practice covers the determination of strength values for clear wood of different species in the unseasoned condition, unadjusted for end use, applicable to the establishment of design values for different solid wood products such as lumber, laminated wood, plywood, and round timbers. Presented are:  
1.1.1 Procedures by which test values obtained on small clear specimens may be combined with density data from extensive forest surveys to make them more representative,  
1.1.2 Guidelines for the interpretation of the data in terms of assigned values for combinations of species or regional divisions within a species to meet special marketing needs, and  
1.1.3 Information basic to the translation of the clear wood values into design values for different solid wood products for different end uses.  
1.1.4 For species where density survey data are not as yet available for the re-evaluation of average strength properties, the presently available data from tests made under the sampling methods and procedures of Test Methods D143 or Practice E105 are provided with appropriate provision for their application and use. Because of the comprehensive manner in which the density survey is undertaken, it follows that the re-evaluated strength data are intended to be representative of the forest stand, or rather large forest subdivisions.  
1.1.5 Some useful mechanical properties (tensile strengths parallel and perpendicular to grain, modulus of rigidity for a longitudinal-transverse plane, and transverse modulus of elasticity) have not been extensively evaluated. Methods are described for estimating these properties by their relation to other properties.  
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 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.

General Information

• Status: Historical
• Publication Date: 31-Jul-2017
• ICS: 79.040 - Wood, sawlogs and sawn timber
• Technical Committee: D07 - Wood
• Drafting Committee: D07.02 - Lumber and Engineered Wood Products

Relations

• Replaces: ASTM D2555-17 - Standard Practice for Establishing Clear Wood Strength Values
• Effective Date: 01-Aug-2017
• Replaced By: ASTM D2555-17a(2024) - Standard Practice for Establishing Clear Wood Strength Values
• Effective Date: 01-Feb-2024
• Refers: ASTM D143-23 - Standard Test Methods for Small Clear Specimens of Timber
• Effective Date: 15-Nov-2023
• Refers: ASTM D245-06(2011) - Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber
• Effective Date: 01-Oct-2011
• Refers: ASTM D2915-10 - Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products
• Effective Date: 01-Nov-2010
• Refers: ASTM E105-10 - Standard Practice for Probability Sampling Of Materials
• Effective Date: 01-Oct-2010
• Refers: ASTM D143-09 - Standard Test Methods for Small Clear Specimens of Timber
• Effective Date: 01-Sep-2009
• Refers: ASTM D143-94(2000)e1 - Standard Test Methods for Small Clear Specimens of Timber
• Effective Date: 10-Apr-2007
• Refers: ASTM D143-94(2007) - Standard Test Methods for Small Clear Specimens of Timber
• Effective Date: 01-Apr-2007
• Refers: ASTM D245-06 - Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber
• Effective Date: 01-Mar-2006
• Refers: ASTM E105-04 - Standard Practice for Probability Sampling Of Materials
• Effective Date: 01-Jun-2004
• Refers: ASTM D2915-03 - Standard Practice for Evaluating Allowable Properties for Grades of Structural Lumber
• Effective Date: 10-Apr-2003
• Refers: ASTM D2915-02 - Standard Practice for Evaluating Allowable Properties for Grades of Structural Lumber
• Effective Date: 10-Nov-2002
• Refers: ASTM D245-00 - Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber
• Effective Date: 10-Apr-2000
• Refers: ASTM D245-00e1 - Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber
• Effective Date: 10-Apr-2000

Standards Content (Sample)

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.
Designation: D2555 − 17a
Standard Practice for
1
Establishing Clear Wood Strength Values
This standard is issued under the fixed designation D2555; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
INTRODUCTION
The development of safe and efficient design values for lumber, laminated timber, plywood, round
timbers, and other solid wood products, each with its own special requirements has, as a common
starting point, the need for an authoritative compilation of clear wood strength values for the
commerciallyimportantspecies.Alsorequiredareproceduresforestablishing,fromthesedata,values
applicable to groups of species or to regional groupings within a species where necessitated by
marketing conditions. This practice has been developed to meet these needs and to provide, in
addition, information on factors for consideration in the adjustment of the clear wood strength values
to design values for engineering. Since factors such as species preference, species groupings,
marketingpractices,designtechniques,andsafetyfactorsvarywitheachtypeofproductandenduse,
it is contemplated that this practice will be supplemented where necessary by other appropriate
standardsrelatingtospecificdesignvaluesforeachsuchproduct.PracticeD245isanexampleofsuch
a standard applicable to the interpretation of the clear wood strength values in terms of allowable
properties for visually graded lumber.
A primary feature of this practice is the establishment of tables presenting the most reliable basic
information developed on the strength of clear wood and its variability through many years of testing
and experience. The testing techniques employed are those presented in Test Methods D143.Among
the recognized limitations of such strength data are those resulting from the problems of sampling
material from forests extending over large regions, and the uneconomical feasibility of completely
testing an intensive sample.Apractical approach to the improvement of strength data is through the
application of the results of density surveys in which the specific gravity of the entire forest stand for
each species is determined on a sound statistical basis. Through regression equations derived from
presently available strength data, revised strength values are established from the specific gravity-
strength relationship for clear wood. This procedure greatly extends current capabilities to develop
new estimates of strength and to improve or verify estimates made in the past.
1. Scope 1.1.2 Guidelinesfortheinterpretationofthedataintermsof
assigned values for combinations of species or regional divi-
1.1 Thispracticecoversthedeterminationofstrengthvalues
sions within a species to meet special marketing needs, and
forclearwoodofdifferentspeciesintheunseasonedcondition,
1.1.3 Information basic to the translation of the clear wood
unadjusted for end use, applicable to the establishment of
values into design values for different solid wood products for
designvaluesfordifferentsolidwoodproductssuchaslumber,
different end uses.
laminated wood, plywood, and round timbers. Presented are:
1.1.4 For species where density survey data are not as yet
1.1.1 Procedures by which test values obtained on small
available for the re-evaluation of average strength properties,
clear specimens may be combined with density data from
thepresentlyavailabledatafromtestsmadeunderthesampling
extensive forest surveys to make them more representative,
methods and procedures of Test Methods D143 or Practice
E105 are provided with appropriate provision for their appli-
cationanduse.Becauseofthecomprehensivemannerinwhich
1 the density survey is undertaken, it follows that the re-
This practice is under the jurisdiction ofASTM Committee D07 on Wood and
are the direct responsibility of Subcommittee D07.02 on Lumber and Engineered evaluated strength data are intended to be representative of the
Wood Products.
forest stand, or rather large forest subdivisions.
Current edition approved Aug. 1, 2017. Published October 2017. Originally
1.1.5 Some useful mechanical properties (tensile strengths
approved in 1966. Last previous edition approved in 2017 as D2555–17. DOI:
10.1520/D2555-17A. parallel and perpendicular to grain, modulus of rigidity for a
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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D2555 − 17a
longitud
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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: D2555 − 17 D2555 − 17a
Standard Practice for
1
Establishing Clear Wood Strength Values
This standard is issued under the fixed designation D2555; 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.
INTRODUCTION
The development of safe and efficient design values for lumber, laminated timber, plywood, round
timbers, and other solid wood products, each with its own special requirements has, as a common
starting point, the need for an authoritative compilation of clear wood strength values for the
commercially important species. Also required are procedures for establishing, from these data, values
applicable to groups of species or to regional groupings within a species where necessitated by
marketing conditions. This practice has been developed to meet these needs and to provide, in
addition, information on factors for consideration in the adjustment of the clear wood strength values
to design values for engineering. Since factors such as species preference, species groupings,
marketing practices, design techniques, and safety factors vary with each type of product and end use,
it is contemplated that this practice will be supplemented where necessary by other appropriate
standards relating to specific design values for each such product. Practice D245 is an example of such
a standard applicable to the interpretation of the clear wood strength values in terms of allowable
properties for visually graded lumber.
A primary feature of this practice is the establishment of tables presenting the most reliable basic
information developed on the strength of clear wood and its variability through many years of testing
and experience. The testing techniques employed are those presented in Test Methods D143. Among
the recognized limitations of such strength data are those resulting from the problems of sampling
material from forests extending over large regions, and the uneconomical feasibility of completely
testing an intensive sample. A practical approach to the improvement of strength data is through the
application of the results of density surveys in which the specific gravity of the entire forest stand for
each species is determined on a sound statistical basis. Through regression equations derived from
presently available strength data, revised strength values are established from the specific gravity-
strength relationship for clear wood. This procedure greatly extends current capabilities to develop
new estimates of strength and to improve or verify estimates made in the past.
1. Scope
1.1 This practice covers the determination of strength values for clear wood of different species in the unseasoned condition,
unadjusted for end use, applicable to the establishment of design values for different solid wood products such as lumber, laminated
wood, plywood, and round timbers. Presented are:
1.1.1 Procedures by which test values obtained on small clear specimens may be combined with density data from extensive
forest surveys to make them more representative,
1.1.2 Guidelines for the interpretation of the data in terms of assigned values for combinations of species or regional divisions
within a species to meet special marketing needs, and
1.1.3 Information basic to the translation of the clear wood values into design values for different solid wood products for
different end uses.
1.1.4 For species where density survey data are not as yet available for the re-evaluation of average strength properties, the
presently available data from tests made under the sampling methods and procedures of Test Methods D143 or Practice E105 are
1
This practice is under the jurisdiction of ASTM Committee D07 on Wood and are the direct responsibility of Subcommittee D07.02 on Lumber and Engineered Wood
Products.
Current edition approved April 15, 2017Aug. 1, 2017. Published June 2017October 2017. Originally approved in 1966. Last previous edition approved in 20162017 as
D2555 – 16.D2555 – 17. DOI: 10.1520/D2555-17.10.1520/D2555-17A.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D2555 − 17a
provided with appropriate provision for their application and use. Because of the comprehensive manner in which the density
surv
...

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: D2555 − 17a
Standard Practice for
1
Establishing Clear Wood Strength Values
This standard is issued under the fixed designation D2555; 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.
INTRODUCTION
The development of safe and efficient design values for lumber, laminated timber, plywood, round
timbers, and other solid wood products, each with its own special requirements has, as a common
starting point, the need for an authoritative compilation of clear wood strength values for the
commercially important species. Also required are procedures for establishing, from these data, values
applicable to groups of species or to regional groupings within a species where necessitated by
marketing conditions. This practice has been developed to meet these needs and to provide, in
addition, information on factors for consideration in the adjustment of the clear wood strength values
to design values for engineering. Since factors such as species preference, species groupings,
marketing practices, design techniques, and safety factors vary with each type of product and end use,
it is contemplated that this practice will be supplemented where necessary by other appropriate
standards relating to specific design values for each such product. Practice D245 is an example of such
a standard applicable to the interpretation of the clear wood strength values in terms of allowable
properties for visually graded lumber.
A primary feature of this practice is the establishment of tables presenting the most reliable basic
information developed on the strength of clear wood and its variability through many years of testing
and experience. The testing techniques employed are those presented in Test Methods D143. Among
the recognized limitations of such strength data are those resulting from the problems of sampling
material from forests extending over large regions, and the uneconomical feasibility of completely
testing an intensive sample. A practical approach to the improvement of strength data is through the
application of the results of density surveys in which the specific gravity of the entire forest stand for
each species is determined on a sound statistical basis. Through regression equations derived from
presently available strength data, revised strength values are established from the specific gravity-
strength relationship for clear wood. This procedure greatly extends current capabilities to develop
new estimates of strength and to improve or verify estimates made in the past.
1. Scope 1.1.2 Guidelines for the interpretation of the data in terms of
assigned values for combinations of species or regional divi-
1.1 This practice covers the determination of strength values
sions within a species to meet special marketing needs, and
for clear wood of different species in the unseasoned condition,
1.1.3 Information basic to the translation of the clear wood
unadjusted for end use, applicable to the establishment of
values into design values for different solid wood products for
design values for different solid wood products such as lumber,
different end uses.
laminated wood, plywood, and round timbers. Presented are:
1.1.4 For species where density survey data are not as yet
1.1.1 Procedures by which test values obtained on small
available for the re-evaluation of average strength properties,
clear specimens may be combined with density data from
the presently available data from tests made under the sampling
extensive forest surveys to make them more representative,
methods and procedures of Test Methods D143 or Practice
E105 are provided with appropriate provision for their appli-
cation and use. Because of the comprehensive manner in which
1 the density survey is undertaken, it follows that the re-
This practice is under the jurisdiction of ASTM Committee D07 on Wood and
are the direct responsibility of Subcommittee D07.02 on Lumber and Engineered evaluated strength data are intended to be representative of the
Wood Products.
forest stand, or rather large forest subdivisions.
Current edition approved Aug. 1, 2017. Published October 2017. Originally
1.1.5 Some useful mechanical properties (tensile strengths
approved in 1966. Last previous edition approved in 2017 as D2555 – 17. DOI:
10.1520/D2555-17A. parallel and perpendicular to grain, modulus of rigidity for a
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D2555 − 17a
longitudinal-transverse plane, and transverse modulus of
...