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ASTM D3200-74(2022)

(Specification)

Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles

Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles

SCOPE
1.1 This specification covers the physical characteristics of round timber construction poles to be used either treated or untreated.  
1.2 This test method covers basic principles for establishing recommended design stress values for round timber construction poles that are applicable to the quality described.  
1.3 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.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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
Published
Publication Date
31-Jul-2022
ICS
79.040 - Wood, sawlogs and sawn timber
Technical Committee
D07 - Wood
Drafting Committee
D07.04 - Pole and Pile Products
Current Stage
Ref Project

Relations

Refers
ASTM D2899-12(2017) - Standard Practice for Establishing Allowable Stresses for Round Timber Piles
Effective Date
01-Oct-2017
Refers
ASTM D25-12 - Standard Specification for Round Timber Piles
Effective Date
01-May-2012
Refers
ASTM D2899-12 - Standard Practice for Establishing Allowable Stresses for Round Timber Piles
Effective Date
01-Apr-2012
Refers
ASTM D2899-11 - Standard Practice for Establishing Allowable Stresses for Round Timber Piles
Effective Date
15-Nov-2011
Refers
ASTM D25-99(2005) - Standard Specification for Round Timber Piles
Effective Date
01-Oct-2005
Refers
ASTM D2899-03 - Standard Practice for Establishing Allowable Stresses for Round Timber Piles
Effective Date
01-Oct-2003
Refers
ASTM D2899-01 - Standard Practice for Establishing Allowable Stresses for Round Timber Piles
Effective Date
10-Apr-2001
Refers
ASTM D2899-95 - Standard Practice for Establishing Allowable Stresses for Round Timber Piles
Effective Date
10-Apr-2001
Refers
ASTM D25-99e1 - Standard Specification for Round Timber Piles
Effective Date
10-Apr-1999
Refers
ASTM D25-99 - Standard Specification for Round Timber Piles
Effective Date
10-Apr-1999

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ASTM D3200-74(2022) - Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction PolesASTM D3200-74(2022) - Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles
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ASTM D3200-74(2022) - Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles
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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:D3200 −74(Reapproved 2022)
Standard Specification and Test Method for
Establishing Recommended Design Stresses for Round
Timber Construction Poles
This standard is issued under the fixed designation D3200; 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 2. Referenced Documents
1.1 This specification covers the physical characteristics of 2.1 ASTM Standards:
round timber construction poles to be used either treated or D25 Specification for Round Timber Piles
untreated. D2899 Practice for Establishing Allowable Stresses for
Round Timber Piles
1.2 This test method covers basic principles for establishing
recommended design stress values for round timber construc-
3. Terminology Definition
tion poles that are applicable to the quality described.
3.1 construction poles—poles which are used as principle
1.3 The values stated in inch-pound units are to be regarded
load-carrying components of a building.
as standard. The values given in parentheses are mathematical
4. Physical Requirements
conversions to SI units that are provided for information only
and are not considered standard.
4.1 The round timber construction poles shall be as speci-
fied in Specification D25, with the following exception:
1.4 This standard does not purport to address all of the
4.1.1 In place of 7.1 of Specification D25, the following
safety concerns, if any, associated with its use. It is the
shall apply:
responsibility of the user of this standard to establish appro-
The tip circumference shall be specified. The corresponding
priate safety, health, and environmental practices and deter-
butt circumference shall not be less than that specified in Table
mine the applicability of regulatory limitations prior to use.
1 of this standard.
1.5 This international standard was developed in accor-
dance with internationally recognized principles on standard-
5. Design Stresses
ization established in the Decision on Principles for the
5.1 Methods for establishing design stresses for round
Development of International Standards, Guides and Recom-
timber construction poles shall follow those presented in
mendations issued by the World Trade Organization Technical
Practice D2899.
Barriers to Trade (TBT) Committee.
6. Keywords
6.1 design; poles; stresses; timber
This specification and test method is under the jurisdiction of ASTM Commit-
tee D07 on Wood and is the direct responsibility of Subcommittee D07.04 on Pole
and Pile Products. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Aug. 1, 2022.
...

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ASTM D2555-17a(2024)e1(Practice)
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.
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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.

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ASTM D143-23(Test Method)
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4.1 These test methods cover tests on small clear specimens of wood that are made to provide the following:  
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4.1.2 Data for the establishment of correct strength functions, which in conjunction with results of tests of timbers in structural sizes (see Test Methods D198 and Test Methods D4761), afford a basis for establishing allowable stresses, and  
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1.1 These test methods cover the determination of various strength and related properties of wood by testing small clear specimens.  
1.1.1 These test methods represent procedures for evaluating the different mechanical and physical properties, controlling factors such as specimen size, moisture content, temperature, and rate of loading.  
1.1.2 Sampling and collection of material is discussed in Practice D5536. Sample data, computation sheets, and cards have been incorporated, which were of assistance to the investigator in systematizing records.  
1.1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. When a weight is prescribed, the basic inch-pound unit of weight (lbf) and the basic SI unit of mass (Kg) are cited.  
1.2 The procedures for the various tests appear in the following order:    
Sections  
Photographs of Specimens  
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Control of Moisture Content and Temperature  
6  
Record of Heartwood and Sapwood  
7  
Static Bending  
8  
Compression Parallel to Grain  
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Impact Bending  
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Toughness  
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Compression Perpendicular to Grain  
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Hardness  
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Cleavage  
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Tension Parallel to Grain  
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Tension Perpendicular to Grain  
17  
Nail Withdrawal  
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Specific Gravity and Shrinkage in Volume  
19  
Radial and Tangential Shrinkage  
20  
Moisture Determination  
21  
Permissible Variations  
22  
Calibration  
23  
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ASTM D4445-23(Test Method)
Standard Test Method for Fungicides for Controlling Sapstain and Mold on Unseasoned Lumber (Laboratory Method)

SIGNIFICANCE AND USE
5.1 This test method is useful as a screening procedure for selecting fungicides or formulations for more rigorous field evaluation.
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1.1 This (laboratory) test method is used for determining the minimum concentration of fungicide, or formulation of fungicides, that is effective in preventing biodeterioration by sapstain fungi and molds in selected species of wood under optimum laboratory conditions.  
Note 1: From the results of this test, commercial treating solution concentrations cannot be estimated without further field tests.  
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Summary of Test Method  
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Reagents  
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Wood  
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Test Fungi  
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Culture Media  
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4.1 This practice covers procedures of sampling for obtaining small, clear wood specimens which, when tested in accordance with Test Methods D143 and, in conjunction with full-size product tests, will provide mechanical properties for use in deriving design properties for lumber, panels, poles, house logs, and other products.  
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SIGNIFICANCE AND USE
4.1 The purpose of this test method is to provide a relative measurement of the combustibility of fire-retardant-treated wood specimens based on their percentage loss in weight under controlled fire exposure conditions (1).3 In addition, other possible data include rate of weight loss, time of flaming and afterglowing, increase in temperature, and maximum vertical flame progress.  
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1.1 This test method covers fire-tube test procedures for fire tests for combustible properties of wood treated to reduce flammability. This test method relates to properties of treated wood, as such, rather than to the performance of a fabrication used as an element of construction. Performance under this test method shall be as prescribed in requirements applicable to materials intended for specific uses.  
1.2 This test method is a fire-test-response standard.  
1.3 The SI values given in parentheses are provided for information purposes only.  
1.4 This standard is used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required for fire hazard or fire risk assessment of the materials, products, or assemblies under actual fire conditions.  
1.5 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.  
1.6 Fire testing is inherently hazardous. Adequate safeguards for personnel and property shall be employed in conducting these tests.  
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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6.1 The flexural properties established by this test method provide:  
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6.1.2 Data for use in development of design values for structural members;  
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6.1.6 Data on the effects of chemical or environmental conditions on mechanical properties;  
6.1.7 Data on effects of fabrication variables such as depth, taper, notches, or type of end joint in laminations; and  
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1.1 These test methods cover the evaluation of lumber and wood-based products in structural sizes by various testing procedures.  
1.2 The test methods appear in the following order:    
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1.3 Notations and symbols relating to the various testing procedures are given in Appendix X1.  
1.4 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.  
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Standard Test Methods for Conducting Machining Tests of Wood and Wood-Base Panel Materials

SIGNIFICANCE AND USE
4.1 Machining tests are made to determine the working qualities and characteristics of different species of wood and of different wood-based panel materials under a variety of machine operations such as are encountered in commercial manufacturing practice. The tests provide a systematic basis for comparing the behavior of different products with respect to woodworking machine operations and of evaluating their potential suitability for certain uses where these properties are of prime importance.
SCOPE
1.1 These test methods cover procedures for planing, routing/shaping, turning, mortising, boring, and sanding, all of which are common wood-working operations used in the manufacture of wood products. These tests apply, in different degrees, to two general classes of materials:  
1.1.1 Wood in the form of lumber, and  
1.1.2 Wood-base panel materials such as plywood and wood-base fiber and particle panels.  
1.2 Because of the importance of planing, some of the variables that affect the results of this operation are explored with a view to determining optimum conditions. In most of the other tests, however, it is necessary to limit the work to one set of fairly typical commercial conditions in which all the different woods are treated alike.  
1.3 Several factors enter into any complete appraisal of the machining properties of a given wood or wood-base panel. Quality of finished surface is recommended as the basis for evaluation of machining properties. Rate of dulling of cutting tools and power consumed in cutting are also important considerations but are beyond the scope of these test methods.  
1.4 Although the methods presented include the results of progressive developments in the evaluation of machining properties, further improvements are anticipated. For example, by present procedures, quality of the finished surface is evaluated by visual inspection, but as new mechanical or physical techniques become available that will afford improved precision of evaluation, they should be employed.  
1.5 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.  
1.6 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.  
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 D2395-17(2022)(Test Method)
Standard Test Methods for Density and Specific Gravity (Relative Density) of Wood and Wood-Based Materials

SIGNIFICANCE AND USE
5.1 Density and specific gravity are cornerstone terms that help define many useful properties of wood and wood-based materials. These terms designate concepts that have distinct definitions though they relate to the same characteristic (mass in a unit volume). Generally, in the US and Canada, density of wood is measured in terms of specific gravity, or relative density. In the wood-based composites industry and internationally the term density is often preferred.  
5.2 The basic density and basic specific gravity of wood are used in the forestry industry for calculating the oven-dry weight of wood fiber contained in a known wood volume of various wood species. Thus, it serves as an indicator of the amount of wood pulp that could be produced, the workability of the material or its shipping weight. This information is referenced in various resources, including Wood Handbook.5 Note that specific gravity varies within a tree, between trees, and between species. Since the specific gravity of wood cell wall substance is practically constant for all species (approximately 1.53), it is apparent that individual specific gravity value is indicative of the amount of wood cell wall substance present. It affords a rapid and valuable test method for selection of wood for specific uses. In US and Canadian building codes, the oven-dry specific gravity is correlated to various strength characteristics of wood products (for example, compression perpendicular to grain, shear strength and fastener holding capacity).  
5.3 It is often desirable to know the density or specific gravity of a living tree, a structural member already in place, a log cross section, a segment of a research element, or the earlywood or latewood layer. Therefore, it is possible that specimens will be large or small, regular or irregular in shape, and at a variety of moisture contents. These test methods give procedures that include all of these variables and provides for calculation of density and specific gr...
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1.1 These test methods cover the determination of the density and specific gravity (relative density) of wood and wood-based materials to generally desired degrees of accuracy and for specimens of different sizes, shapes, and moisture content conditions. The test method title is indicative of the procedures used or the specific area of use.    
Section  
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8  
Test Method B—Volume by Water Immersion  
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10  
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11  
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1.2 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.  
1.3 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 D5124-96(2022)(Practice)
Standard Practice for Testing and Use of a Random Number Generator in Lumber and Wood Products Simulation

SIGNIFICANCE AND USE
4.1 Computer simulation is known to be a very powerful analytical tool for both practitioners and researchers in the area of wood products and their applications in structural engineering. Complex structural systems can be analyzed by computer with the computer generating the system components, given the probability distribution of each component. Frequently the components are single boards for which a compatible set of strength and stiffness properties are needed. However, the entire structural simulation process is dependent upon the adequacy of the standard uniform number generator required to generate random observations from prescribed probability distribution functions.  
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SCOPE
1.1 This practice gives a minimum testing procedure of computer generation routines for the standard uniform distribution. Random observations from the standard uniform distribution, RU, range from zero to one with every value between zero and one having an equal chance of occurrence.  
1.2 The tests described in this practice only support the basic use of random number generators, not their use in complex or extremely precise simulations.  
1.3 Simulation details for the normal, lognormal, 2-parameter Weibull and 3-parameter Weibull probability distributions are presented.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.See specific warning statement in 5.5.3.  
1.5 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 D2915-17(2022)(Practice)
Standard Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products

ABSTRACT
This practice covers sampling and analysis procedures for the investigation and evaluation of allowable properties of specified populations of stress-graded structural lumber. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. The population shall be clearly defined where it may be necessary to specify the following: (1) grade name and description, (2) geographical area over which sampling will take place, (3) species or species group, (4) time span for sampling (5) lumber size, and (6) moisture content. Two statistical techniques are described under this practice, namely: parametric and nonparametric analysis. The sampling methods include: (1) random sampling, (2) sampling with unequal probabilities, and (3) sequential sampling. Selection and method of determining sample size are detailed. The results of the tests performed shall be presented as (1) a set of summarizing statistics, and (2) an appendix of unadjusted individual test specimen results. The procedures and requirements for analysis of results are detailed and includes the following: (1) adjustment factors used to reduce the test statistics to the level of allowable properties, (2) formula for calculating apparent modulus of elasticity, sample mean, sample standard deviation, and confidence interval for the mean (3) sample nonparametric percent point estimate, (4) nonparametric lower tolerance limit, (5) parametric point estimate, (6) lower parametric tolerance limit, and (7) histogram and empirical cumulative distribution function. This practice does not specify the action to be taken after the results have been analyzed.
SCOPE
1.1 This practice covers sampling and analysis procedures for the investigation of specified populations of wood and wood-based structural products referred to in this standard as products. Appropriate product standards should be referenced for presentation requirements for data. Depending on the interest of the user, the population from which samples are taken may range from the products produced at a specific manufacturing site to all the products produced in a particular grade from a particular geographic area, during some specified interval of time. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. Where this assumption is inadequate, that is, the population is assumed finite, many of the provisions of this practice may be employed but the sampling and analysis procedure must be designed to reflect a finite population. The statistical techniques embodied in this practice provide procedures to summarize data so that logical judgments can be made. This practice does not specify the action to be taken after the results have been analyzed. The action to be taken depends on the particular requirements of the user of the product.  
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 practice does not purport to address the adjustment factors needed to adjust test data to standardized mechanical and environmental conditions (that is, temperature, moisture, test span, or load duration). Additionally, it provides a basis for statistical estimates that will typically require further adjustment to determine design values for use with an accepted design methodology (that is, allowable stress, limit states, or load and resistance factor design). It shall be the responsibility of the user to seek out the appropriate adjustments in specific product standards.  
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, health, and environmental prac...

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