ASTM E72-22

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 − 15 E72 − 22
Standard Test Methods of
Conducting Strength Tests of Panels for Building
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. A number in parentheses indicates the year of last reapproval. A superscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. 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 Materials 14
on a Standard Wood Frame
Racking Load—Evaluation of Sheathing Materials (Wet) 15
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
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, 2015Oct. 1, 2022. Published May 2015October 2022. Originally approved in 1947. Last previous edition approved in 20142015 as
E72 – 14a.E72 – 15. DOI: 10.1520/E0072-15.10.1520/E0072-22.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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Section
Significance and Use 19
Transverse Load 20
Concentrated Load 21
APPENDIX
Technical Interpretation Appendix X1
1.2 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.
1.2.1 Exception—SI units are used in Fig. 6.
1.3 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, health, and environmental practices and determine the applicability of
regulatory limitations prior to use.
1.4 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2.1 ASTM Standards:
D2395 Test Methods for Density and Specific Gravity (Relative Density) of Wood and Wood-Based Materials
D4442 Test Methods for Direct Moisture Content Measurement of Wood and Wood-Based Materials
D7438 Practice for Field Calibration and Application of Hand-Held Moisture Meters
E4 Practices for Force Calibration and 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 of Wood and Wood-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
E2126 Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting
Systems for Buildings
E2309/E2309M Practices for Verification of Displacement Measuring Systems and Devices Used in Material Testing Machines
E2322 Test Method for Conducting Transverse and Concentrated Load Tests on Panels used in Floor and Roof Construction
2.2 Other Document:
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 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 4 ft (1.2 m). 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 structural properties of a particular construction are to be compared with another construction,
there should not be a great difference in the actual widths of the specimens.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’sstandard’s Document Summary page on the ASTM website.
Available from National Institute of Standards and Technology (NIST), 100 Bureau Dr., Stop 1070, Gaithersburg, MD 20899-1070, http://www.nist.gov.
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3.4 Age—Constructions, such as concrete and masonry (brick, structural clay tile, concrete block) for which the structural
properties depend upon the age of the specimen, shall be tested not less than 25 days nor more than 31 days after fabrication. This
age requirement applies also to plastered and stuccoed constructions.
4. Loading
4.1 Apparatus—The testing machine or load-measuring apparatus shall comply with the requirements prescribed in Practices E4.
4.2 Application of Load—Apply the load to all of the specimens in any test in increments so chosen that a sufficient number of
readings will be obtained to determine definitely the load-deformation curve (see Section 6). Record the initial reading of the load
and the reading of the deformation, either with no load on the specimen or under a small initial load. Increase the load to the first
increment and record the deformation. Unless otherwise specified, decrease the load to the initial load and record the set
(sometimes designated “permanent set”). Increase the load to two increments and record the set, when it is released to the initial
load. Follow this sequence of readings for three increments, four increments, and so forth, of load. When for each specimen the
behavior of the specimen under load indicates that the specimen might fail suddenly and damage the deformation-measuring
apparatus, remove this apparatus from the specimen and increase the load continuously until the maximum load that can be applied
to the specimen is determined.
4.3 Duration of Load Application—Except for racking tests, after each increment of load is applied, maintain the load level as
constant as possible for a period of 5 min (see Note 1). Take deformation readings as soon as practical after load application, at
the end of the 5-min5 min period under constant load, and immediately and at the end of the 5-min5 min period after any partial
or complete load release. Plot initial and 5-min5 min readings in the form of load-deformation curves. Maintain complete
load-deformation-time records throughout the test. If application of a given load is required for a certain period, such as 24 h, 24 h,
take deformation readings at the beginning, at intervals during this period, and at the end of this period, to allow the satisfactory
plotting of a time-deformation curve for the complete period.
NOTE 1—Reasons for the 5-min5 min application of constant-level increment loads are as follows:
(1) To permit the assembly to come to a substantial rest prior to taking 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, the motion of the loading device in order to maintain the constant load level during the
5-min period.)
(1) To permit the assembly to come to a substantial rest prior to taking 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, the motion of the loading device in order to maintain the constant load level during the
5 min period.)
(2) To provide sufficient time for making all observations. (Longer time intervals may be required under certain conditions.)
(3) To observe any time-dependent deformation or load redistribution, or both, and to record accurately the load level when time-dependent
deformation starts, that is, at the divergence of the immediate and delayed load-deformation curves. This load level may, under certain conditions, have
an important bearing on the design load.
(4) To be able to stop the test, if this should be desirable, prior to total failure, after initial failure has been anticipated as a result of the observations.
(5) To assure uniformity in test performance and consistency in test results.
(2) To provide sufficient time for making all observations. (Longer time intervals may be required under certain conditions.)
(3) To observe any time-dependent deformation or load redistribution, or both, and to record accurately the load level when time-dependent
deformation starts, that is, at the divergence of the immediate and delayed load-deformation curves. This load level may, under certain conditions, have
an important bearing on the design load.
(4) To be able to stop the test, if this should be desirable, prior to total failure, after initial failure has been anticipated as a result of the observations.
(5) To assure uniformity in test performance and consistency in test results.
5. Deformation Measurements
5.1 Measure the deformations with sufficient precision to define the load-deformation relationship, and report at least to the nearest
0.01 in. (0.25 mm). The deformation-measuring apparatus specified for any loading may be replaced by other apparatus, provided
that it permits readings of deformation that are equivalent in accuracy to those from the specified apparatus.
6. Reports
6.1 Show the results of each of the tests graphically, as illustrated in Fig. 1. Plot loads as ordinates and the deformations as
abscissas for all tests. There shall be at least three specimens for each test, and the results for each test shall be shown on the same
graph. Show the points for deformation under load by open circles and those for set by solid circles. Average the three values for
either the deformation or the set and plot this average value in pencil on the graph. Draw a smooth curve among the average points
to show the average behavior of the construction. The load-deformation curves shall be continuous lines and the load-set curves
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FIG. 1 Typical Graph Showing Results
shall be dashed lines. Although the particular specimen for each point on the graph is not designated, record it on the laboratory
data sheets. If readings are obtained under greater loads for some specimens than for others, plot all the values, but draw the curves
only to the average values for which there are three values.
6.2 Prepare the test report in accordance with Practice E575.
7. Precision and Bias
7.1 No statement is made either on the precision or on the bias of these test methods due to the variety of materials and
combinations of materials involved.
TESTING WALLS
8. Significance and Use
8.1 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.
9. Compressive Load
9.1 Test Specimens—Tests shall be made on three like specimens, each having a height equal to the length of the element and a
nominal width of 4 ft (1.2 m) (see Section 3).
9.2 Apparatus—The apparatus shall be assembled as shown in Fig. 2 and shall conform to the detailed requirements for component
parts prescribed in 9.2.1 and 9.2.2, or the equivalent.
9.2.1 Compressometer—A bracket shall be attached to the specimen near the upper end, supporting a metal rod. A bracket shall
also be attached to the specimen near its lower end, supporting a deflection—measuring device with the spindle up and the gage
length shall be recorded. The conical end of the rod shall seat in a hole in the end of the spindle and the rod and spindle shall be
held in contact by stretched rubber bands. The deflection—measuring device shall be graduated to 0.001 in. (0.025 mm) or less.
9.2.2 Deflectometer—A fine wire shall be attached to a clamp near the upper end of the specimen. The free end connected to
stretched rubber bands shall be attached to a clamp near the lower end of the specimen. A mirror having a paper scale one-half
the width of the mirror shall be attached horizontally to the edge of the specimen at midheight.mid-height. The scale shall be
graduated to 0.1 in. (2.5 mm) or less.
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FIG. 2 Compressive Load Test on Wall Specimen
9.3 Procedure:
9.3.1 Loading—Test the specimen as a column having a flat end at the bottom (Fig. 2). Apply compressive loads to a steel plate
covering the upper end of the specimen. Apply the load uniformly along a line parallel to the inside face, and one-third the
thickness of the specimen from the inside face. For wood construction, a rate of loading corresponding to a movement of the testing
machine crosshead of nominally 0.03 in./min (0.8(0.8 mm mm/min) ⁄min) has been found satisfactory.
9.3.2 Load-Deformation Data—Attach four compressometers to the faces of the specimen, one near each corner of the specimen
as shown in Fig. 2, to measure the shortening of the specimen. Record the readings to the nearest 0.001 in. (0.025 mm).(0.025 mm).
9.3.3 Lateral Deflection—Attach two deflectometers, one to each edge of the specimen, as shown in Fig. 2. Record the readings,
when the image of the wire coincides with the wire, to the nearest 0.01 in. (0.25 mm).
9.4 Calculations and Report:
9.4.1 Deformation—For each compressometer, calculate the shortening under each load as the difference between the reading of
the compressometer when the load is applied and the initial reading. Calculate the shortening of the specimen as the average of
the shortenings for each of the four compressometers multiplied by the ratio: specimen length divided by the compressometer gage
length. Obtain the sets in a similar manner.
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9.4.2 Lateral Deflection—Calculate the lateral deflection and the lateral set under each load for each deflectometer as the
difference between the reading of the deflectometer when the load is applied and the initial reading. Calculate the lateral deflection
and lateral set for the specimen as the average of the lateral deflection and lateral set of the two deflectometers.
9.4.3 Data Presentation—Record the maximum load for each specimen and report the results of load-deformation and
load-deflection measurements in the form of a graph in accordance with Section 6. Report gage lengths of all deflection or
deformation gages.
10. Tensile Load
10.1 Test Specimens—Tests shall be made on three like specimens, each having a height equal to the length of the element and
a nominal width of 4 ft (1.2 m) (see Section 3).
10.2 Apparatus—The apparatus preferably shall be assembled in a vertical testing machine and shall conform to the detailed
requirements for component parts prescribed in 9.2.1 and 9.2.2, or the equivalent, with the exception that the compressometers
prescribed in 9.2.1 shall be replaced by extensometers which shall be like the compressometers but so adjusted before load is
applied that the stretch of the specimen can be measured.
10.3 Procedure:
10.3.1 Loading—Test the specimen as a tension specimen by uniform application of tensile forces along the line of the fastenings
at the top and the bottom of the wall in a building. The top and bottom pulling fixtures may be attached to the specimen by
fastenings similar to those used in a building, provided that, under the maximum load, failure of the specimen occurs between the
top and the bottom of the specimen, not in either the pulling fixtures or the fastenings. If, under the tensile load, failure occurs either
in a pulling fixture or in a fastening, the results of the test determine only the properties of the fixtures or the fastenings, not of
the wall construction. When the failure occurs in fastenings, the tensile load indicates the maximum tensile strength of the
construction that can be realized in actual service unless improved fastenings are provided.
10.3.1.1 Masonry Constructions—The construction may be continued upward beyond the top of the specimen and downward
below the bottom of the specimen to enclose attachments for the pulling fixtures.
10.3.1.2 Framed Wall Constructions—If the construction has studs (either of wood or metal) the studs may be extended upward
and downward beyond the top and bottom of the specimen and attached to the pulling fixtures. If the framed wall has plates at
the top and the bottom, attach the pulling fixtures to the plates in the specimen.
10.3.2 Load-Deformation Data—Attach four extensometers to the faces of the specimen, one near each corner, as shown in Fig.
2, to measure the stretch of the specimen. Record the readings to the nearest 0.001 in. (0.025 mm).
10.3.3 Lateral Deflection—Attach two deflectometers, one to each edge of the specimen, as shown in Fig. 2. Record the readings,
when the image of the wire coincides with the wire, to the nearest 0.01 in. (0.25 mm). Lateral deflection (if any) may be caused
by nonaxial loading of the specimen.
10.4 Calculations and Report—For tensile loads, the calculations and report shall be similar to those required for compressive
loads (see 9.4).
11. Transverse Load—Specimen Horizontal
11.1 Test Specimens—Tests shall be made on three like specimens on symmetrical assemblies and six like specimens on
unsymmetrical assemblies, each having a length equal to the length of the element and a nominal width of 4 ft (1.2 m) (see Section
3).
11.2 Apparatus—The apparatus shall be assembled as shown in Fig. 3 and shall conform to the detailed requirements for
component parts prescribed in 11.2.1 – 11.2.3, or the equivalent.
11.2.1 Supports—Two steel rollers with a steel plate between each supporting roller and the specimen.
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FIG. 3 Transverse Load Test on Wall Specimen
11.2.2 Loading Assembly—Two steel rollers with a steel plate between each loading roller and the specimen.
11.2.3 Deflection Gage—A frame shall be placed on the upper face of the specimen. To prevent stresses deforming the frame as
the specimen deforms under load, this frame shall rest on three hardened steel balls each supported by a steel block on the face
of the specimen. Two of the balls shall be placed in a line vertically above one support and the third ball vertically above the other
support. Two deflection—measuring devices, one near each longitudinal edge of the specimen, shall be attached to the frame at
midspan. The spindles shall rest on the upper face of the specimen. The devices shall be graduated to 0.001 in. (0.025 mm) or less.
11.3 Procedure:
11.3.1 Loading—Use “two-point” loading for transverse load tests. Test the specimen as a simple beam (Fig. 3) on a span
approximately 6 in. (150 mm) less than the specimen length. Apply two equal loads, each at a distance of one quarter of the span
from the supports, toward the middle of the span. For wall specimens tested horizontally (Fig. 3), the load on the specimen shall
include the weight of specimen between the supports. Apply the transverse loads to the outside face for three of the specimens and
to the inside face for three of the specimens. For symmetrical assemblies, test only three specimens.
11.3.1.1 Uniformly distributed loading may be used instead of quarter-point loading, if a satisfactory method is available. The
transverse strength for any span may be greater for some constructions under uniformly distributed load than under loads applied
at the quarter-points of the span. Transverse load, uniformly distributed, may be applied by air pressure, either in a bag or in a
chamber having the specimen as one face. Support specimens tested under uniform loading by rollers as for quarter-point loading.
11.3.1.2 The bag method of loading is shown schematically in Fig. 4. Connect a reaction platform parallel to the face to be loaded
and wider than the specimen to the supports by tie rods. Place an airtight bag of rubberized cloth as wide as the specimen and as
long as the span between the specimen and the reaction platform. Apply transverse load to the specimen by increasing the air
pressure in the bag. Measure the pressure by means of a manometer. Water is usually the liquid in the manometer, but the specific
gravity of the liquid shall be such that the error in pressure readings does not exceed 1 %.
11.3.1.3 When the chamber method of loading is used with the specimen horizontal, place the specimen near the floor, which
should be practically airtight. An airtight frame or curb shall surround the specimen closely and be about flush with the upper
surface of the specimen. A rubber blanket covers the specimen, overlaps the frame, and is sealed so that it is reasonably airtight.
Use a small vacuum pump or positive action exhaust blower to reduce air pressure between the specimen and floor. Measure the
difference in pressure above and below the specimen by means of a manometer.
11.3.2 Strength on Short Span—The transverse strength of any construction increases as the span is shortened. If the strength of
the construction for a shorter span is desired, do not compute it, but test the construction on the short span.
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FIG. 4 Apparatus for Uniformly Distributed Transverse Load (Bag Method)
11.4 Calculations and Report:
11.4.1 Load-Deflection Data—For each micrometer, calculate the deflection under a given load as the difference between the
reading to the nearest division of the micrometer when the load is applied and the initial reading. Calculate the deflection of the
specimen for the span as the average of the deflections obtained from each of the two micrometers. Calculate the sets under the
initial load by using a similar method. Record the maximum load for each specimen.
11.4.2 Data Presentation—Report the results in the form of a graph in accordance with Section 6.
12. Transverse Load—Specimen Vertical
12.1 Test Specimens—Tests shall be made on three like specimens on symmetrical assemblies and six like specimens on
unsymmetrical assemblies each having a length equal to the length of the element and a nominal width of 4 ft (1.2 m) (see Section
3).
12.2 Apparatus—The apparatus shall be assembled as shown in Fig. 3 and shall conform to the requirements for component parts
prescribed in 12.2.1 – 12.2.5, or the equivalent.
12.2.1 Steel Channel. Steel Channel.
12.2.2 Rollers—Cylindrical rollers, two supporting rollers, two loading rollers.
12.2.3 Screw Jack. Screw Jack.
12.2.4 Ring Dynamometer. Ring Dynamometer.
12.2.5 Deflectometers—Two taut-wire mirror-scale deflectometers similar to those described in 9.2.2.
12.3 Procedure—Transverse loads cannot be applied satisfactorily to some wall constructions, such as masonry, with the specimen
in a horizontal position. For such constructions, apply the loads with the specimen in a vertical position, as shown in Fig. 3, thus
simulating service conditions. The specimen, on a steel channel, shall rest on cylindrical rollers to prevent restrained end
conditions. The axes of the rollers shall be parallel to the faces of the specimen. The two supporting rollers shall be in contact with
the vertical surface of the frame and each roller shall rest horizontally on sponge rubber about 0.4 in. (10 mm) thick to prevent
longitudinal restraint. Each of the two loading rollers shall also rest on sponge rubber. Apply the loads horizontally by a screw jack
and measure by a ring dynamometer between the jack and the specimen. The error in the load indicated by the dynamometer shall
not exceed 1 %. Attach two taut-wire mirror-scale deflectometers to the specimen, one to each vertical edge.
12.3.1 Apply the transverse load to the outside face for three of the specimens, and to the inside face for three of the specimens.
For symmetrical assemblies, test only three specimens.
12.3.2 The bag method of loading is shown schematically in Fig. 4. Connect a reaction platform parallel to the face to be loaded
and wider than the specimen to the supports by tie rods. Place an airtight bag as wide as the specimen and as long as the span
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between the specimen and the reaction platform. Apply transverse load to the specimen by increasing the air pressure in the bag.
Measure the pressure by means of a manometer or other pressure measuring device. The error of the pressure reading shall not
exceed 1 %.
12.3.3 When the Chamber Method of loading is used with the specimen vertical, the specimen forms one face of an airtight
chamber from which the air is exhausted. If all four edges of the specimen bear on the chamber, this loading determines the strength
of the specimen as a plate supported at the four edges, not the transverse strength as defined in these methods.
12.3.4 If a specimen tested by the chamber method, either horizontally or vertically, has an airtight cavity, vent each cavity to the
low-pressure face by a hole in the face of the specimen not less than 0.2 in. (5 mm) in diameter, located where it will least affect
the transverse strength of the specimen.
12.4 Calculations and Report—Calculate the results of test and report as described in 11.4, and report deflectometer readings to
the nearest 0.01 in. (0.25 mm).
13. Concentrated Load
13.1 Test Specimens—Concentrated load tests shall be made on each transverse specimen after the transverse load tests, the
concentrated load being applied to the same face to which the transverse load was applied.
13.2 Apparatus—The apparatus shall be assembled as shown in Fig. 5 and shall conform to the requirements for component parts
prescribed in 13.2.1 – 13.2.3, or the equivalent.
13.2.1 Steel Bar—Steel bar having a diameter of 1 in. (25.4 mm) (25.4 mm) and the edge of the face contacting the specimen
rounded to a radius of 0.05 in. (1.3 mm).
13.2.2 Depth Gage—The depth gage shall consist of a deflection—measuring device graduated to 0.001 in. (0.025 mm)
(0.025 mm) or less mounted on a three-legged support. The support shall be notched to permit placing the device directly adjacent
to the bar and shall be long enough to permit placing the supporting legs on undisturbed areas of the face of the specimen.
13.2.3 Loading Device—Any convenient means for applying a compressive load up to 1100 lbf (5 kN) and means for measuring
the load within 1 %.
13.3 Procedure:
13.3.1 Loading—Place the entire specimen or portion of the specimen on a horizontal support and properly level. Place the steel
bar on the face of the specimen at what is judged to be the weakest place and, also, at what is judged to be the strongest place.
Apply a load vertically downward to the upper surface of the bar. Continue loading until maximum load or 1000 lbf (4.45 kN)
is attained.
FIG. 5 Concentrated Load Test
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13.3.2 Depth of Indentation—Measure the depth of indentation, by means of the depth gage, and record the reading of the
micrometer to the nearest 0.001 in. (0.025 mm).
13.4 Calculations and Report:
13.4.1 Depth of Indentation—Calculate the depth of indentation (set) after a given load has been applied and the bar removed to
the nearest 0.001 in. (0.025 mm) as the difference between the depth for that load and the initial reading of the micrometer before
a load has been applied to the specimen.
13.4.2 Data Presentation—Report the results in the form of a graph in accordance with Section 6.
14. Racking Load—Evaluation of Sheathing Materials on a Standard Wood Frame
NOTE 2—These test methods have been used to evaluate design shear resistance of wall assemblies without the involvement of anchorage details. If the
test objective is to measure the performance of the complete wall, Practice E564 is recommended.
14.1 Scope—This test method measures the resistance of panels, having a wood frame, and sheathed with sheet materials such as
structural insulating board, plywood, gypsum board, transite, and so forth, to a racking load such as would be imposed by winds
blowing on a wall oriented at 90° to the panel. It is intended to provide a reliable, uniform procedure
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