Standard Test Methods of Conducting Strength Tests of Panels for Building Construction

SIGNIFICANCE AND USE
The procedures described are those that will test the behavior of segments of wall construction under conditions representative of those encountered in service. Performance criteria based on data from those procedures can ensure structural adequacy and service life.
SCOPE
1.1 These test methods cover the following procedures for determining the structural properties of segments of wall, floor, and roof constructions:

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: E72 − 10
StandardTest Methods of
Conducting Strength Tests of Panels for Building
1
Construction
This standard is issued under the fixed designation E72; 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.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
INTRODUCTION
Sound engineering design of structures using existing or new materials requires accurate technical
data on the strength and rigidity of the basic elements employed in various construction systems. It is
the purpose of these test methods to provide a systematic basis for obtaining engineering data on
various construction elements and structural details of value to designers, builders, building officials,
and others interested in this field. The results should closely approximate the performance in actual
service.
1. Scope
TESTING ROOFS
1.1 These test methods cover the following procedures for
Section
determining the structural properties of segments of wall, floor, Significance and Use 19
Transverse Load 20
and roof constructions:
Concentrated Load 21
Section
APPENDIX
Test Specimens 3 Technical Interpretation Appendix X1
Loading 4
1.2 The values stated in SI units are to be regarded as
Deformation Measurements 5
Reports 6 standard. The values given in parentheses are mathematical
Precision and Accuracy 7
conversions to inch-pound units that are provided for informa-
TESTING WALLS
tion only and are not considered standard.
Significance and Use 8
Compressive Load 9
2. Referenced Documents
Tensile Load 10
Transverse Load—Specimen Horizontal 11 2
2.1 ASTM Standards:
Transverse Load—Specimen Vertical 12
E4 Practices for Force Verification of Testing Machines
Concentrated Load 13
Impact Load—See Test Methods E695 and
E73 Practice for Static Load Testing of Truss Assemblies
E661
E564 Practice for Static Load Test for Shear Resistance of
Racking Load—Evaluation of Sheathing 14
Framed Walls for Buildings
Materials on a Standard Wood Frame
Racking Load—Evaluation of Sheathing 15
E575 Practice for Reporting Data from Structural Tests of
Materials (Wet) on a Standard Wood
Building Constructions, Elements, Connections, and As-
Frame
TESTING FLOORS semblies
Significance and Use 16
E661 Test Method for Performance of Wood and Wood-
Transverse Load 17
Based Floor and Roof Sheathing Under Concentrated
Concentrated Load 18
Static and Impact Loads
Impact Load—See Test Methods E695 and
E661
E695 Test Method of Measuring Relative Resistance of
Wall, Floor, and Roof Construction to Impact Loading
E2322 Test Method for Conducting Transverse and Concen-
trated Load Tests on Panels used in Floor and Roof
1
These test methods are under the jurisdiction of ASTM Committee E06 on
Construction
Performance of Buildings and are the direct responsibility of Subcommittee E06.11
on Horizontal and Vertical Structures/Structural Performance of Completed Struc-
2
tures. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Aug. 15, 2010. Published August 2010. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1947. Last previous edition approved in 2005 as E72 – 05. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/E0072-10. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
E72−10
2.2 Other Document: ously until the maximum load that can be applied to the
NISTVoluntary Product Standard PS20 American Softwood specimen is determined.
3
Lumber Standard
4.3 Duration of Load Application—Except for racking tests,
after each increment of load is applied, maintain the load level
3. Test Specimens
as constant as possible for a period of 5 min (see Note 1). Take
3.1 Size—There shall be at least three specimens for each
deformation readings as soon as practical after load
test.Specimensshallbeconstructedtorepresentsectionsofthe
application, at the end of the 5-min period under constant load,
wall, floor, or roof assembly. The specimens shall be represen-
and immediately and at the end of the 5-min period after any
tative as to material and workmanship and shall be of the
partial or complete load release. Plot initial and 5-min readings
largest practical size to predict structural performance attri-
in the form of load-deformation curves. Maintain complete
butes of the assembly. Unsymmetrical assemblies shall be
load-deformation-time records throughout the test. If applica-
tested in
...

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:E72–05 Designation:E72–10
Standard Test Methods of
Conducting Strength Tests of Panels for Building
1
Construction
This standard is issued under the fixed designation E72; 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.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
INTRODUCTION
Sound engineering design of structures using existing or new materials requires accurate technical
data on the strength and rigidity of the basic elements employed in various construction systems. It is
the purpose of these test methods to provide a systematic basis for obtaining engineering data on
various construction elements and structural details of value to designers, builders, building officials,
and others interested in this field. The results should closely approximate the performance in actual
service.
1. Scope
1.1 These test methods cover the following procedures for determining the structural properties of segments of wall, floor, and
roof constructions:
Section
Test Specimens 3
Loading 4
Deformation Measurements 5
Reports 6
Precision and Accuracy 7
TESTING WALLS
Significance and Use 8
Compressive Load 9
Tensile Load 10
Transverse Load—Specimen Horizontal 11
Transverse Load—Specimen Vertical 12
Concentrated Load 13
Impact Load—See Test Methods E695 and
E661
Racking Load—Evaluation of Sheathing 14
Materials on a Standard Wood Frame
Racking Load—Evaluation of Sheathing 15
Materials (Wet) on a Standard Wood
Frame
TESTING FLOORS
Significance and Use 16
Transverse Load 17
Concentrated Load 18
Impact Load—See Test Methods E695 and
E661
TESTING ROOFS
Section
Significance and Use 19
Transverse Load 20
Concentrated Load 21
1
These test methods are under the jurisdiction of ASTM Committee E06 on Performance of Buildings and are the direct responsibility of Subcommittee E06.11 on
Horizontal and Vertical Structures/Structural Performance of Completed Structures.
Current edition approved May 1, 2005. Published May 2005. Originally approved in 1947. Last previous edition approved in 2004 as E72–04. DOI: 10.1520/E0072-05.
Current edition approved Aug. 15, 2010. Published August 2010. Originally approved in 1947. Last previous edition approved in 2005 as E72 – 05. DOI:
10.1520/E0072-10.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
E72–10
APPENDIX
Technical Interpretation Appendix X1
1.2The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions
to inch-pound units that are provided for information only and are not considered standard.
2. Referenced Documents
2
2.1 ASTM Standards:
E4 Practices for Force Verification of Testing Machines
E73 Practice for Static Load Testing of Truss Assemblies
E564 Practice for Static Load Test for Shear Resistance of Framed Walls for Buildings
E575 Practice for Reporting Data from Structural Tests of Building Constructions, Elements, Connections, and Assemblies
E661 Test Method for Performance ofWood andWood-Based Floor and Roof Sheathing Under Concentrated Static and Impact
Loads
E695 Test Method of Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading
E2322 Test Method for Conducting Transverse and Concentrated Load Tests on Panels used in Floor and Roof Construction
2.2 Other Document:
3
NIST Voluntary Product Standard PS20 American Softwood Lumber Standard
3. Test Specimens
3.1 Size—There shall be at least three specimens for each test. Specimens shall be constructed to represent sections of the wall,
floor, or roof assembly .The specimens shall be representative as to material and workmanship and shall be of the largest practical
size to predict structural performance attributes of the assembly. Unsymmetrical assemblies shall be tested in each axis for which
the results may be different.
3.2 Length or Height—The length or height of specimen for each element shall be chosen to conform to the length or height
of that element in actual use.
3.3 Width—The width of specimen shall be chosen, insofar as possible, to include several of the pr
...

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