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:  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 XI
1.2 Metric units are to be considered as the primary standard units.

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An American National Standard
Designation:E72–98
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 Metricunitsaretobeconsideredastheprimarystandard
Section
units.
Test Specimens 3
Loading 4
2. Referenced Documents
Deformation Measurements 5
Reports 6
2.1 ASTM Standards:
Precision and Accuracy 7
2
E 4 Practices for Force Verification of Testing Machines
TESTING WALLS
3
Significance and Use 8
E 73 Practice for Static Load Testing of Truss Assemblies
Compressive Load 9
E 564 Practice for Static Load Test for Shear Resistance of
Tensile Load 10
3
Framed Walls for Buildings
Transverse Load—Specimen Horizontal 11
Transverse Load—Specimen Vertical 12
E 575 Practice for Reporting Data from Structural Tests of
Concentrated Load 13
Building Constructions, Elements, Connections, and As-
Impact Load—See Test Methods E 695 and
3
semblies
E 661
Racking Load—Evaluation of Sheathing 14
E 661 Test Method for Performance of Wood and Wood-
Materials on a Standard Wood Frame
Based Floor and Roof Sheathing Under Concentrated
Racking Load—Evaluation of Sheathing 15
3
Static and Impact Loads
Materials (Wet) on a Standard Wood
Frame
E 695 Test Method of Measuring Relative Resistance of
TESTING FLOORS
3
Wall, Floor, and Roof Constructions to Impact Loading
Significance and Use 16
Transverse Load 17
3. Test Specimens
Concentrated Load 18
Impact Load—See Test Methods E 695 and
3.1 Size—There shall be at least three specimens for each
E 661
test. Specimens shall be constructed to represent sections of the
TESTING ROOFS
Section
wall, floor, or roof assembly. The specimens shall be represen-
Significance and Use 19
tative as to material and workmanship and shall be of the
largest practical size to predict structural performance at-
tributes of the assembly. Unsymmetrical assemblies shall be
1
These test methods are under the jurisdiction of ASTM Committee E-6 on
tested in each axis for which the results may be different.
Performance of Buildings and are the direct responsibility of Subcommittee E 06.11
on Horizontal and Vertical Structures/Structural Performance of Completed Struc-
tures.
2
Current edition approved April 10, 1998. Published June 1998. Originally Annual Book of ASTM Standards, Vol 03.01.
3
published as E 72 – 47 T. Last previous edition E 72 – 95. Annual Book of ASTM Standards, Vol 04.11.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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E72
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:
each element shall be chosen to conform to the length or height
(1) To permit the assembly to come to a substantial rest prior to taking
of that element in actual use.
the second set of readings (Depending on the method employed for
3.3 Width—The width of specimen shall be chosen, insofar
applying the test load, it may be necessary to continue, at a reduced rate,
as possible, to include several of the principal load-carrying the motion of the loading device in order to maintain the constant load
level during the 5-min period.)
members to ensure that the behavior under load will simulate
(2) To provide sufficient time for making all observations. (Longer time
that under service conditions. With the exception of specimens
intervals may be required under certain conditions.)
for the racking load test, the nominal width of wall specimens
(3) To observe any time-dependent deformation or load redistribution,
shall be 1.2 m (4 ft). The actual width of specimens shall be a
or both, and to record accurately the load level when time-dependent
whole number multiplied by the spacing of the principal
deformation starts
...

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