Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists

SCOPE
1.1 This specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated wood I-joists. Capacities considered are shear, moment, and stiffness. Procedures for establishing common details are given and certain design considerations specific to wood I-joists are itemized.
1.2 Contents of the Standard—An index and brief description of the main features of this specification are given in X1.1.1.
1.3 Development of the Standard—The development and intent of this specification is discussed 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.
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. A specific precautionary statement is given in 6.1.1.5.

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31-Mar-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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 5055 – 08
Standard Specification for
Establishing and Monitoring Structural Capacities of
1
Prefabricated Wood I-Joists
This standard is issued under the fixed designation D5055; 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 D2559 Specification for Adhesives for Structural Lami-
nated Wood Products for Use Under Exterior (Wet Use)
1.1 This specification gives procedures for establishing,
Exposure Conditions
monitoring, and reevaluating structural capacities of prefabri-
D2915 Practice for Evaluating Allowable Properties for
cated wood I-joists. Capacities considered are shear, moment,
Grades of Structural Lumber
and stiffness. Procedures for establishing common details are
D4761 Test Methods for Mechanical Properties of Lumber
given and certain design considerations specific to wood
and Wood-Base Structural Material
I-joists are itemized.
D5456 Specification for Evaluation of Structural Compos-
1.2 Contents of the Standard—An index and brief descrip-
ite Lumber Products
tion of the main features of this specification are given in
D5457 Specification for Computing Reference Resistance
X1.1.1.
of Wood-Based Materials and Structural Connections for
1.3 Development of the Standard—The development and
Load and Resistance Factor Design
intent of this specification is discussed in Appendix X1.
D7247 Test Method for Evaluating the Shear Strength of
1.4 The values stated in inch-pound units are to be regarded
Adhesive Bonds in Laminated Wood Products at Elevated
as standard. The values given in parentheses are mathematical
Temperatures
conversions to SI units that are provided for information only
E4 Practices for Force Verification of Testing Machines
and are not considered standard.
E529 Guide for Conducting Flexural Tests on Beams and
1.5 This standard does not purport to address all of the
Girders for Building Construction
safety concerns, if any, associated with its use. It is the
E699 Standard Practice for Evaluation of Agencies In-
responsibility of the user of this standard to establish appro-
volved in Testing, Quality Assurance, and Evaluating of
priate safety and health practices and determine the applica-
Building Components
bility of regulatory limitations prior to use. Aspecific precau-
IEEE/ASTMSI10 Standard for Use of the International
tionary statement is given in 6.1.1.5.
System of Units (SI): The Modern Metric System
3
2. Referenced Documents
2.2 U.S. Product Standards:
2
PS-1 Structural Plywood
2.1 ASTM Standards:
PS-2 Performance Standard for Wood-Based Structural-
D198 Test Methods of Static Tests of Lumber in Structural
Use Panels
Sizes
2.3 Other Standards:
D245 Practice for Establishing Structural Grades and Re-
4
CSA O86 Engineering Design in Wood
lated Allowable Properties for Visually Graded Lumber
CSA O112.7 Resorcinol and Phenol-Resorcinal Resin Ad-
D1990 Practice for Establishing Allowable Properties for
4
hesives
Visually-Graded Dimension Lumber from In-Grade Tests
CSA O112.9 Evaluation of Adhesives for Structural Wood
of Full-Size Specimens
4
Products (Exterior Exposure)
4
CSA O151 Canadian Softwood Plywood
1
4
This specification is under the jurisdiction ofASTM Committee D07 on Wood
CSA O325 Construction Sheathing
andisthedirectresponsibilityofSubcommitteeD07.02onLumberandEngineered
Wood Products.
Current edition approved April 1, 2008. Published May 2008. Originally
3
approved in 1990. Last previous edition approved in 2007 as D5055–07. Available from APA—The Engineered Wood Association, 7011 South 19th
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Street,Tacoma,WA98466,http://www.apawood.org;andTECO,2902TerraCourt,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Sun Prairie, WI 53590, http://www.tecotested.com.
4
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 ----------------------
D5055–08
Lumber Grading Rules Approved by American Lumber 5. Materials
Standards Committee (ALSC) or Canadian Lumber Stan-
5.1 Flange Stock:
5
dards Accreditation Board (CLSAB)
5.1.1 All flange material shall conform to the requirements
SPS-4 Special Products Standard for Fingerjointed Flange
of 6.3. In addition, when the flange material is structural
6
Stock Lumber, 2001
compositelumber,thefollowingproperties
...

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:D5055–07 Designation: D 5055 – 08
Standard Specification for
Establishing and Monitoring Structural Capacities of
1
Prefabricated Wood I-Joists
This standard is issued under the fixed designation D5055; 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 This specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated
wood I-joists. Capacities considered are shear, moment, and stiffness. Procedures for establishing common details are given and
certain design considerations specific to wood I-joists are itemized.
1.2 Contents of the Standard—An index and brief description of the main features of this specification are given in X1.1.1.
1.3 Development of the Standard—The development and intent of this specification is discussed 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.
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. A specific precautionary statement is given in 6.1.1.5.
2. Referenced Documents
2
2.1 ASTM Standards:
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
D1990 Practice for Establishing Allowable Properties for Visually-Graded Dimension Lumber from In-Grade Tests of
Full-Size Specimens
D2559 Specification for Adhesives for Structural Laminated Wood Products for Use Under Exterior (Wet Use) Exposure
Conditions
D2915 Practice for Evaluating Allowable Properties for Grades of Structural Lumber
D4761 Test Methods for Mechanical Properties of Lumber and Wood-Base Structural Material
D4933Guide for Moisture Conditioning of Wood and Wood-Based Materials
D5456 Specification for Evaluation of Structural Composite Lumber Products
D5457 Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load and
Resistance Factor Design
D7247 Test Method for Evaluating the Shear Strength of Adhesive Bonds in Laminated Wood Products at Elevated
Temperatures
E4 Practices for Force Verification of Testing Machines
E529 Guide for Conducting Flexural Tests on Beams and Girders for Building Construction
E699 Standard Practice for Evaluation of Agencies Involved in Testing, Quality Assurance, and Evaluating of Building
Components
IEEE/ASTM-S1–10EEE/ASTMSI10 Standard for Use of the International System of Units (SI):The Modern Metric System
2.2 Other Standards:
3
U.S. Product Standard PS-1 Structural PlywoodU.S. Product Standards:
1
ThisspecificationisunderthejurisdictionofASTMCommitteeD07onWoodandisthedirectresponsibilityofSubcommitteeD07.02onLumberandEngineeredWood
Products.
Current edition approved Nov. 15, 2007. Published November 2007. Originally approved in 1990. Last previous edition approved in 2005 as D5055–05.
Current edition approved April 1, 2008. Published May 2008. Originally approved in 1990. Last previous edition approved in 2007 as D5055–07.
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 fromAPAThe Engineered WoodAssociation, 7011 South 19th Street, Tacoma, WA98466 and PFS Research Foundation, 2402 Daniels Street, Madison, WI
53718.
3
Available from APA—The Engineered Wood Association, 7011 South 19th Street, Tacoma, WA 98466, http://www.apawood.org; and TECO, 2902 Terra Court, Sun
Prairie, WI 53590, http://www.tecotested.com.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D5055–08
PS-1 Structural Plywood
3
U.S. Product Standard PS-2 Performance Standard for Wood-Based Structural-Use Panels
2.3 Other Standards:
CSA O86 Engineering Design in Wood
4
CSA O112.7Reso
...

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