Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings

SIGNIFICANCE AND USE
5.1 These cyclic test methods are intended to measure the performance of vertical elements of the lateral force resisting system subjected to earthquake loads. Since these loads are cyclic, the loading process simulates the actions and their effects on the specimens.  
5.2 The monotonic test is intended to provide data from a continuous displacement ramp loading of a matched test specimen with boundary conditions identical to the specimens that will be cyclically tested. The results from the monotonic test, when employed, are primarily intended for defining the amplitudes of load cycles for the three cyclic protocols.
Note 2: The monotonic test is not intended to serve as an equivalent alternative to the cyclic protocols of this Test Method or the procedures of Test Methods E72 or Practice E564.
SCOPE
1.1 These test methods cover the evaluation of the shear stiffness, shear strength, and ductility of the vertical elements of lateral force resisting systems, including applicable shear connections and hold-down connections, under quasi-static cyclic (reversed) load conditions.  
1.2 These test methods are intended for specimens constructed from wood or metal framing braced with solid sheathing or other methods or structural insulated panels.  
1.3 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.  
1.4 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.  
1.5 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.

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ASTM E2126-19 - Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings
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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.
Designation: E2126 − 19
Standard Test Methods for
Cyclic (Reversed) Load Test for Shear Resistance of Vertical
Elements of the Lateral Force Resisting Systems for
1
Buildings
This standard is issued under the fixed designation E2126; 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.
1. Scope D4442 Test Methods for Direct Moisture Content Measure-
ment of Wood and Wood-Based Materials
1.1 These test methods cover the evaluation of the shear
D7438 Practice for Field Calibration and Application of
stiffness, shear strength, and ductility of the vertical elements
Hand-Held Moisture Meters
of lateral force resisting systems, including applicable shear
E72 Test Methods of Conducting Strength Tests of Panels
connections and hold-down connections, under quasi-static
for Building Construction
cyclic (reversed) load conditions.
E564 Practice for Static Load Test for Shear Resistance of
1.2 These test methods are intended for specimens con-
Framed Walls for Buildings
structed from wood or metal framing braced with solid
E575 Practice for Reporting Data from Structural Tests of
sheathing or other methods or structural insulated panels.
Building Constructions, Elements, Connections, and As-
1.3 The values stated in inch-pound units are to be regarded semblies
E631 Terminology of Building Constructions
as standard. The values given in parentheses are mathematical
3
conversions to SI units that are provided for information only
2.2 ISO Standard:
and are not considered standard.
ISO 16670 Timber Structures—Joints Made with Mechani-
1.4 This standard does not purport to address all of the cal Fasteners—Quasi-static Reversed-cyclic Test Method
safety concerns, if any, associated with its use. It is the
2.3 Other Standards:
4 4
responsibility of the user of this standard to establish appro-
ANSI/AWC NDS National Design Specification for Wood
priate safety, health, and environmental practices and deter-
Construction
5
mine the applicability of regulatory limitations prior to use.
CSA O86 Engineering Design in Wood
1.5 This international standard was developed in accor-
dance with internationally recognized principles on standard-
3. Terminology
ization established in the Decision on Principles for the
3.1 For definitions of terms used in this standard, see
Development of International Standards, Guides and Recom-
Terminology E631.
mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee. 3.2 Definitions of Terms Specific to This Standard:
3.2.1 ductility ratio, cyclic (D), n—the ratio of the ultimate
2. Referenced Documents
displacement (∆ ) and the yield displacement (∆ )ofa
u yield
2
specimen observed in cyclic test.
2.1 ASTM Standards:
D2395 TestMethodsforDensityandSpecificGravity(Rela- 3.2.2 elastic shear stiffness (K ) (see 9.1.4, Fig. 1),n—the
e
resistance to deformation of a specimen in the elastic range
tive Density) of Wood and Wood-Based Materials
before the first major event (FME) is achieved, which can be
expressed as a slope measured by the ratio of the resisted shear
1
load to the corresponding displacement.
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-
tures.
3
Current edition approved Aug. 1, 2019. Published August 2019. Originally Available from International Organization for Standardization (ISO), ISO
approved in 2001. Last previous edition approved in 2018 as E2126–11 (2018). Central Secretariat, BIBC II, Chemin de Blandonnet 8, CP 401, 1214 Vernier,
DOI: 10.1520/E2126–19. Geneva, Switzerland, http://www.iso.org.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or A registered trademark of and available from American Wood Council, 222
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Catoctin Circle SE, Suite 201, Leesburg, VA 20175, https://www.awc.org.
5
Standards volume information, refer to the standard’s Document Summary page on Available from CSA Group, 178 Rexdale Blvd. Toronto, ON Canada M9W
theASTM website. 1R3, Canada, http://www.csagroup.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
E2126 − 19
FIG. 1 Performance Parameters of Specimen: (A) L
...

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: E2126 − 11 (Reapproved 2018) E2126 − 19
Standard Test Methods for
Cyclic (Reversed) Load Test for Shear Resistance of Vertical
Elements of the Lateral Force Resisting Systems for
1
Buildings
This standard is issued under the fixed designation E2126; 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.
1. Scope
1.1 These test methods cover the evaluation of the shear stiffness, shear strength, and ductility of the vertical elements of lateral
force resisting systems, including applicable shear connections and hold-down connections, under quasi-static cyclic (reversed)
load conditions.
1.2 These test methods are intended for specimens constructed from wood or metal framing braced with solid sheathing or other
methods or structural insulated panels.
1.3 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.
1.4 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.
1.5 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
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
D4444D7438 Test Method for Laboratory Standardization and CalibrationPractice for Field Calibration and Application of
Hand-Held Moisture Meters
E72 Test Methods of Conducting Strength Tests of Panels for Building Construction
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
E631 Terminology of Building Constructions
3
2.2 ISO Standard:
ISO 16670 Timber Structures—Joints Made with Mechanical Fasteners—Quasi-static Reversed-cyclic Test Method
2.3 Other Standards:
4 4
ANSI/AF&PA NDSANSI/AWC NDS National Design Specification for Wood Construction
5
CSA O86 Engineering Design in Wood
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 July 1, 2018Aug. 1, 2019. Published July 2018August 2019. Originally approved in 2001. Last previous edition approved in 20112018 as
E2126 – 11.E2126–11 (2018). DOI: 10.1520/E2126-11R18.10.1520/E2126–19.
2
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’s Document Summary page on the ASTM website.
3
Available from International Organization for Standardization (ISO), ISO Central Secretariat, BIBC II, Chemin de Blandonnet 8, CP 401, 1214 Vernier, Geneva,
Switzerland, http://www.iso.org.
4
Available from American Forest & Paper Association (AF&PA), 1101 K St., NW, Suite 700, Washington, DC 20005, http://www.afandpa.org.A registered trademark of
and available from American Wood Council, 222 Catoctin Circle SE, Suite 201, Leesburg, VA 20175, https://www.awc.org.
5
Available from CSA Group, 178 Rexdale Blvd. Toronto, ON Canada M9W 1R3, Canada, http://www.csagroup.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
E2126 − 19
3. Terminology
3.1 For definitions of terms used in this standard, see Terminology E631.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 ductility ratio, cyclic (D), n—the ratio of the ultimate displacement (Δ ) and the yiel
...

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