ASTM E72-05
(Test Method)Standard Test Methods of Conducting Strength Tests of Panels for Building Construction
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:
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
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Designation:E72–05
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
Section
Significance and Use 19
1.1 These test methods cover the following procedures for
Transverse Load 20
determining the structural properties of segments of wall, floor,
Concentrated Load 21
APPENDIX
and roof constructions:
Technical Interpretation Appendix X1
Section
Test Specimens 3
1.2 The values stated in SI units are to be regarded as the
Loading 4
standard. The values given in parentheses are for information
Deformation Measurements 5
only.
Reports 6
Precision and Accuracy 7
TESTING WALLS 2. Referenced Documents
Significance and Use 8
2
2.1 ASTM Standards:
Compressive Load 9
Tensile Load 10
E4 Practices for Force Verification of Testing Machines
Transverse Load—Specimen Horizontal 11
E73 Practice for Static Load Testing of Truss Assemblies
Transverse Load—Specimen Vertical 12
E564 Practice for Static Load Test for Shear Resistance of
Concentrated Load 13
Impact Load—See Test Methods E695 and
Framed Walls for Buildings
E661
E575 Practice for Reporting Data from Structural Tests of
Racking Load—Evaluation of Sheathing 14
Building Constructions, Elements, Connections, and As-
Materials on a Standard Wood Frame
Racking Load—Evaluation of Sheathing 15
semblies
Materials (Wet) on a Standard Wood
E661 Test Method for Performance of Wood and Wood-
Frame
Based Floor and Roof Sheathing Under Concentrated
TESTING FLOORS
Significance and Use 16
Static and Impact Loads
Transverse Load 17
E695 Test Method of Measuring Relative Resistance of
Concentrated Load 18
Wall, Floor, and Roof Construction to Impact Loading
Impact Load—See Test Methods E695 and
E661
E2322 TestMethodforConductingTransverseandConcen-
TESTING ROOFS
trated Load Tests on Panels used in Floor and Roof
Construction
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 Struc-
2
tures. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved May 1, 2005. Published May 2005. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1947. Last previous edition approved in 2004 as E72 – 04. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/E0072-05. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
E72–05
3. Test Specimens or complete load release. Plot initial and 5-min readings in the
form of load-deformation curves. Maintain complete load-
3.1 Size—There shall be at least three specimens for each
deformation-time records throughout the test. If application of
test.Specimensshallbeconstructedtorepresentsectionsofthe
a given load is required for a certain period, such as 24 h, take
wall, floor, or roof assembly. The specimens shall be represen-
deformation readings at the beginning, at intervals during this
tative as to material and workmanship and shall be of the
period, and at the end of this period, to allow the satisfactory
largest practical size to predict structural performance at-
plotting of a time-deformation curve for the complete period.
tributes of the assembly. Unsymmetrical assemblies shall be
tested in each axis for which the results may be different.
NOTE 1—Reasons for the 5-min application of constant-level increment
3.2 Length or Height—The length or height of specimen for loads are as follows:
(1) To permit the assembly to come to a substantial rest prior to taking
each element shall be chosen to conform to the length or height
the second set of readings (Depending on the method
...
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.
An American National Standard Designation: E 72 – 05
Designation:E72–04
Standard Test Methods of
Conducting Strength Tests of Panels for Building
1
Construction
ThisstandardisissuedunderthefixeddesignationE 72;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
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 E 695 and
E 661
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 E 695 and
E 661
TESTING ROOFS
Section
Significance and Use 19
Transverse Load 20
Concentrated Load 21
APPENDIX
Technical Interpretation Appendix X1
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1
These test methods are under the jurisdiction of ASTM Committee E06 on Performance of Buildings and are the direct responsibility of Subcommittee E 06.11 on
Horizontal and Vertical Structures/Structural Performance of Completed Structures .
Current edition approved OctMay 1, 2004.2005. Published October 2004.May 2005. Originally approved in 1947. Last previous edition approved in 20022004 as
E 72 – 024.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
E72–05
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
E 564 Practice for Static Load Test for Shear Resistance of Framed Walls for Buildings
E 575 Practice for Reporting Data from Structural Tests of Building Constructions, Elements, Connections, and Assemblies
E 661 TestMethodforPerformanceofWoodandWood-BasedFloorandRoofSheathingUnderConcentratedStaticandImpact
Loads
E 695 Test Method of Measuring Relative Resistance of Wall, Floor, and Roof Constructions to Impact Loading
E 2322 Test Method for Conducting Traverse and Concentrated Load Tests on Panels used in Floor and Roof Construction
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 principal load-carrying
members to ensure that the behavior under load will simulate that under service conditions. With the exception of specimens for
the racking load test, the nominal width of wall specimens shall be 1.2 m (4 ft). The actual width of specimens shall be a whole
number multiplied by the spacing of the principal load-carrying members except for prefabricated panels, for which the actual
width shall be the width of panel used. If the structur
...
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