Standard Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam)

ABSTRACT
This practice details the standard procedures for establishing the allowable properties for structural glued laminated timber (glulam). Allowable properties include: stress indexes; stress modification factors associated with slop of grain; stresses for bending, tension and compression parallel to the grain; horizontal shear; compression perpendicular to the grain; radial tension and compression stresses in curved members; grade adjustment factors; modulus of elasticity; and modulus of rigidity. This practice is limited to the calculation of allowable properties subject to the given procedures for the selection and arrangement of grades of lumber of the species considered. It does not cover the requirements for production, inspection and certification, but in order to justify the allowable properties developed using procedures in this practice, manufacturers must conform to recognized manufacturing standards.
SCOPE
1.1 This practice covers the procedures for establishing allowable properties for structural glued laminated timber. Included are the allowable stresses for bending, tension and compression parallel to the grain, horizontal shear, compression perpendicular to the grain, and radial tension and compression in curved members. Also included are modulus of elasticity and modulus of rigidity.
1.2 This practice is limited to the calculation of allowable properties subject to the given procedures for the selection and arrangement of grades of lumber of the species considered.
1.3 Requirements for production, inspection and certification are not included, but in order to justify the allowable properties developed using procedures in this practice, manufacturers must conform to recognized manufacturing standards. Refer to ANSI/AITC A190.1 and CSA 0122.
1.4 The values stated in inch-pound units are to be regarded as standard.
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 and health practices and determine the applicability of regulatory limitations prior to use.

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Publication Date
14-Apr-2008
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D3737 – 08
Standard Practice for
Establishing Allowable Properties for Structural Glued
1
Laminated Timber (Glulam)
This standard is issued under the fixed designation D3737; 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.
1. Scope D2395 Test Methods for Specific Gravity of Wood and
Wood-Based Materials
1.1 This practice covers the procedures for establishing
D2555 Practice for Establishing Clear Wood Strength Val-
allowable properties for structural glued laminated timber.
ues
Included are the allowable stresses for bending, tension and
D2915 Practice for Evaluating Allowable Properties for
compression parallel to the grain, horizontal shear, compres-
Grades of Structural Lumber
sion perpendicular to the grain, and radial tension and com-
D4761 Test Methods for Mechanical Properties of Lumber
pression in curved members. Also included are modulus of
and Wood-Base Structural Material
elasticity and modulus of rigidity.
D5456 SpecificationforEvaluationofStructuralComposite
1.2 This practice is limited to the calculation of allowable
Lumber Products
properties subject to the given procedures for the selection and
D6570 Practice for Assigning Allowable Properties for
arrangement of grades of lumber of the species considered.
Mechanically Graded Lumber
1.3 Requirements for production, inspection and certifica-
E105 Practice for Probability Sampling Of Materials
tion are not included, but in order to justify the allowable
2.2 Other Standards:
properties developed using procedures in this practice, manu-
3
ANSI/AITC A190.1 Structural Glued Laminated Timber
facturersmustconformtorecognizedmanufacturingstandards.
ANSI/AF&PA National Design Specification for Wood
Refer to ANSI/AITC A190.1 and CSA0122.
4
Construction
1.4 Thevaluesstatedininch-poundunitsaretoberegarded
5
CSA 0122 Structural Glued Laminated Timber
as standard.
1.5 This standard does not purport to address all of the
3. Terminology
safety concerns, if any, associated with its use. It is the
3.1 Definitions:
responsibility of the user of this standard to establish appro-
3.1.1 alternative lumber—laminated veneer lumber (LVL),
priate safety and health practices and determine the applica-
laminated strand lumber (LSL), oriented strand lumber (OSL),
bility of regulatory limitations prior to use.
or parallel strand lumber (PSL) meeting the requirements of
2. Referenced Documents Specification D5456; or solid-sawn lumber that is produced
2 according to Practice D6570 and the grading rules of the
2.1 ASTM Standards:
applicable grading or inspection agency.
D9 Terminology Relating to Wood and Wood-Based Prod-
3.1.2 E-rated lumber—lumber graded for use in manufac-
ucts
turing structural glued laminated timber by nondestructive
D198 Test Methods of Static Tests of Lumber in Structural
measurement of a modulus of elasticity (E) and by visual
Sizes
inspection in accordance with the grading rules of the appli-
D245 Practice for Establishing Structural Grades and Re-
cable grading or inspection agency.
lated Allowable Properties for Visually Graded Lumber
3.1.3 glulam—a term used to denote structural glued lami-
nated timber, which is a product made from suitably selected
1
This practice is under the jurisdiction ofASTM Committee D07 on Wood and
andpreparedpiecesofwoodbondedtogetherwithanadhesive
is the direct responsibility of Subcommittee D07.02 on Lumber and Engineered
Wood Products.
Current edition approved April 15, 2008. Published June 2008. Originally
3
approved in 1978. Last previous edition approved in 2007 as D3737–07. DOI: Available from theAmerican Institute ofTimber Construction, 7012 S. Revere
10.1520/D3737-08. Parkway, Suite 140, Centennial, CO 80112, https://www.aitc-glulam.org.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from American Forest and Paper Association (AF&PA), 1111 19th
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM St., NW, Suite 800, Washington, DC 20036, http://www.afandpa.org.
5
Standards volume information, refer to the standard’s Document Summary page on Available from Canadian Standards Association (CSA), 5060 Spectrum Way,
the ASTM website. Mississauga, ON L4W 5N6, Canada, http://www.csa.ca.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D3737 – 08
either in a straight or curved form with the grain of all pieces 4. Materials Requirements
essentially parallel to the longitudinal axis of the member.
4.1 Requirements for Lam
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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:D3737–07 Designation: D 3737 – 08
Standard Practice for
Establishing Allowable Properties for Structural Glued
1
Laminated Timber (Glulam)
This standard is issued under the fixed designation D3737; 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.
1. Scope
1.1 Thispracticecoverstheproceduresforestablishingallowablepropertiesforstructuralgluedlaminatedtimber.Includedare
the allowable stresses for bending, tension and compression parallel to the grain, horizontal shear, compression perpendicular to
thegrain,andradialtensionandcompressionincurvedmembers.Alsoincludedaremodulusofelasticityandmodulusofrigidity.
1.2 This practice is limited to the calculation of allowable properties subject to the given procedures for the selection and
arrangement of grades of lumber of the species considered.
1.3 Requirements for production, inspection and certification are not included, but in order to justify the allowable properties
developed using procedures in this practice, manufacturers must conform to recognized manufacturing standards. Refer to
ANSI/AITC A190.1 and CSA 0122.
1.4 The values stated in inch-pound units are to be regarded as standard.
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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
D9 Terminology Relating to Wood and Wood-Based Products
D198 Test Methods of Static Tests of Lumber in Structural Sizes
D245 Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber
D2395 Test Methods for Specific Gravity of Wood and Wood-Based Materials
D2555 Practice for Establishing Clear Wood Strength Values
D2915 Practice for Evaluating Allowable Properties for Grades of Structural Lumber
D4761 Test Methods for Mechanical Properties of Lumber and Wood-Base Structural Material
D5456 Specification for Evaluation of Structural Composite Lumber Products
D6570 Practice for Assigning Allowable Properties for Mechanically Graded Lumber
E105 Practice for Probability Sampling Of Materials
2.2 Other Standards:
3
ANSI/AITC A190.1 Structural Glued Laminated Timber
4
ANSI/AF&PA National Design Specification for Wood Construction
5
CSA 0122 Structural Glued Laminated Timber
3. Terminology
3.1 Definitions:
3.1.1 Aalternative lumber—laminated veneer lumber (LVL), laminated strand lumber (LSL), oriented strand lumber (OSL), or
parallel strand lumber (PSL) meeting the requirements of Specification D5456,; or solid-sawn lumber that is produced according
1
This practice is under the jurisdiction of ASTM Committee D07 on Wood and is the direct responsibility of Subcommittee D07.02 on Lumber and Engineered Wood
Products.
Current edition approved April 1, 2007.15, 2008. Published April 2007.June 2008. Originally approved in 1978. Last previous edition approved in 20062007 as
D3737–067.
2
ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,orcontactASTMCustomerServiceatservice@astm.org.For Annual Book ofASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from the American Institute of Timber Construction, 7012 S. Revere Parkway, Suite 140, Englewood,Centennial, CO 80112, https://www.aitc-glulam.org.
4
Available from American Forest and Paper Association (AF&PA), 1111 19th St., NW, Suite 800, Washington, DC 20036, http://www.afandpa.org.
5
Available from Canadian Standards Association (CSA), 178 Rexdale Blvd., Toronto, ON Canada M9W1R3.
5
Available from Canadian Standards Association (CSA), 5060 Spectrum Way, Mississauga, ON L4W 5N6, Canada, http://www.csa.ca.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D3737–08
to Practice D6570and the grading rules of the applicable grading or inspection agency.
3.1.2 E-rated lumber—lumber graded for use in manufacturing structural glued laminated timber by nondestructive
measurementofamodulusofelasticity(E)andbyvisualinspectioninaccordancewiththegradingrulesoftheapplicablegrading
or inspection agency.
3.1.3 g
...

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