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

SCOPE
1.1 These test methods cover the following procedures for determining the structural properties of segments of wall, floor, and roof constructions:SectionTest Specimens3Loading4Deformation Measurements5Reports6Precision and Accuracy7TESTING WALLSSignificance and Use8Compressive Load9Tensile Load10Transverse Load-Specimen Horizontal11Transverse Load-Specimen Vertical12Concentrated Load13Impact Load-See Test Methods E 695 and E 661Racking Load-Evaluation of Sheathing Materials on a Standard Wood Frame14Racking Load-Evaluation of SheathingMaterials (Wet) on a Standard WoodFrame15TESTING FLOORSSignificance and Use16Transverse Load17Concentrated Load18Impact Load-See Test Methods E 695 andE 661TESTING ROOFSSectionSignificance and Use19Transverse Load20Concentrated Load21APPENDIXTechnical InterpretationAppendix X1
1.2 Metric units are to be considered as the primary standard units.

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An American National Standard
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 (e) 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
Transverse Load 20
Concentrated Load 21
1.1 These test methods cover the following procedures for
APPENDIX
determining the structural properties of segments of wall, floor,
Technical Interpretation Appendix X1
and roof constructions:
1.2 The values stated in SI units are to be regarded as the
Section
standard. The values given in parentheses are for information
Test Specimens 3
only.
Loading 4
Deformation Measurements 5
Reports 6 2. Referenced Documents
Precision and Accuracy 7
2
2.1 ASTM Standards:
TESTING WALLS
Significance and Use 8
E 4 Practices for Force Verification of Testing Machines
Compressive Load 9
E 73 Practice for Static Load Testing of Truss Assemblies
Tensile Load 10
E 564 Practice for Static Load Test for Shear Resistance of
Transverse Load—Specimen Horizontal 11
Transverse Load—Specimen Vertical 12
Framed Walls for Buildings
Concentrated Load 13
E 575 Practice for Reporting Data from Structural Tests of
Impact Load—See Test Methods E 695 and
Building Constructions, Elements, Connections, and As-
E 661
Racking Load—Evaluation of Sheathing 14
semblies
Materials on a Standard Wood Frame
E 661 Test Method for Performance of Wood and Wood-
Racking Load—Evaluation of Sheathing 15
Based Floor and Roof Sheathing Under Concentrated
Materials (Wet) on a Standard Wood
Frame
Static and Impact Loads
TESTING FLOORS
E 695 Test Method of Measuring Relative Resistance of
Significance and Use 16
Wall, Floor, and Roof Constructions to Impact Loading
Transverse Load 17
Concentrated Load 18
E 2322 Test Method for Conducting Traverse and Concen-
Impact Load—See Test Methods E 695 and
trated Load Tests on Panels used in Floor and Roof
E 661
Construction
TESTING ROOFS
Section
Significance and Use 19
3. Test Specimens
3.1 Size—There shall be at least three specimens for each
test.Specimensshallbeconstructedtorepresentsectionsofthe
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
2
on Horizontal and Vertical Structures/Structural Performance of Completed Struc- For referenced ASTM standards, visit the ASTM website, www.astm.org, or
tures. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved Oct 1, 2004. Published October 2004. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 1947. Last previous edition approved in 2002 as E 72 – 02. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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E72–04
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
NOTE 1—Reasons for the 5-min application of constant-level increment
tested in each axis for which the results may be different.
loads are as follows:
3.2 Length or Height—The length or height of specimen for
(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 employed for
applying the test load, it may be necessary to continue, at a reduced rate,
of that element in actual use.
the motion of the loading device in order to maintain the constant load
3.3 Width—The width of specimen shall be chosen,
...

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