ASTM E2126-05

Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Walls for Buildings

SCOPE
1.1 These test methods are designed to evaluate the shear stiffness, shear strength, and ductility of a wall assembly, including applicable shear connections and hold-down connections, under quasi-static cyclic (reversed) load conditions.
1.2 These test methods are intended for wall assemblies constructed from wood or metal framing with solid sheathing or other bracing 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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

• Status: Historical
• Publication Date: 30-Apr-2005
• ICS: 91.060.10 - Walls. Partitions. Facades
• Technical Committee: E06 - Performance of Buildings
• Drafting Committee: E06.11 - Horizontal and Vertical Structures/Structural Performance of Completed Structures

Relations

• Replaces: ASTM E2126-02a - Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Framed Walls for Buildings
• Effective Date: 01-May-2005
• Replaced By: ASTM E2126-07 - Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Walls for Buildings
• Effective Date: 01-Jun-2007
• Referred By: ASTM C1717-19 - Standard Test Methods for Conducting Strength Tests of Masonry Wall Panels
• Effective Date: 01-May-2005
• Referred By: ASTM E72-22 - Standard Test Methods of Conducting Strength Tests of Panels for Building Construction
• Effective Date: 01-May-2005
• Referred By: ASTM D7989-21 - Standard Practice for Demonstrating Equivalent In-Plane Lateral Seismic Performance to Wood-Frame Shear Walls Sheathed with Wood Structural Panels
• Effective Date: 01-May-2005

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:E2126–05
Standard Test Methods for
Cyclic (Reversed) Load Test for Shear Resistance of Walls
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for Buildings
This standard is issued under the fixed designation E 2126; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope ISO 16670:2003 Timber Structures—Joints Made with Me-
chanical Fasteners—Quasi-static Reversed-cyclic Test
1.1 These test methods are designed to evaluate the shear
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Method
stiffness, shear strength, and ductility of a wall assembly,
including applicable shear connections and hold-down connec-
3. Terminology
tions, under quasi-static cyclic (reversed) load conditions.
3.1 For definitions of terms used in this standard, see
1.2 These test methods are intended for wall assemblies
Terminology E 631.
constructed from wood or metal framing with solid sheathing
3.2 Definitions of Terms Specific to This Standard:
or other bracing methods or structural insulated panels.
3.2.1 ductility factor, monotonic (µ), n—the ratio of the
1.3 The values stated in inch-pound units are to be regarded
ultimate displacement (D ) and the yield displacement (D )
m yield
as standard. The values given in parentheses are mathematical
observed in monotonic test.
conversions to SI units that are provided for information only
3.2.2 ductility ratio, cyclic (D), n—the ratio of the ultimate
and are not considered standard.
displacement (D ) and the yield displacement (D ) observed
u yield
1.4 This standard does not purport to address all of the
in cyclic test.
safety concerns, if any, associated with its use. It is the
3.2.3 elastic shear stiffness (K ) (see 9.1.4, Fig. 2), n—the
e
responsibility of the user of this standard to establish appro-
resistance to deformation of a wall in the elastic range before
priate safety and health practices and determine the applica-
the first major event (FME) is achieved, which can be
bility of regulatory limitations prior to use.
expressed as a slope measured by the ratio of the resisted shear
2. Referenced Documents load to the corresponding displacement.
2
3.2.4 envelope curve (see Fig. 1), n—the locus of extremi-
2.1 ASTM Standards:
ties of the load-displacement hysteresis loops. The envelope
D 2395 Test Methods for Specific Gravity of Wood and
curvecontainsthepeakloadsfromthefirstcycleofeachphase
Wood-Based Materials
of the cyclic loading. Wall displacement in the positive
D 4442 TestMethodsforDirectMoistureContentMeasure-
direction produces a positive envelope curve; the negative wall
ment of Wood and Wood-Based Materials
displacement produces a negative envelope curve.The positive
D 4444 TestMethodsforUseandCalibrationofHand-Held
direction is based on outward movement of the hydraulic
Moisture Meters
actuator.
E 564 Practice for Static Load Test for Shear Resistance of
3.2.5 equivalent energy elastic-plastic (EEEP) curve (see
Framed Walls for Buildings
9.1.4, Fig. 2), n—an ideal elastic-plastic curve circumscribing
E 575 Practice for Reporting Data from Structural Tests of
an area equal to the area enclosed by the envelope curve
Building Constructions, Connections, and Assemblies
between the origin, the ultimate displacement, and the dis-
E 631 Terminology of Building Constructions
placement axis. For monotonic tests, the observed load-
2.2 International Organization for Standardization Stan-
displacement curve is used to calculate the EEEP curve.
dard:
3.2.6 failure limit state, n—the point on the envelope curve
corresponding to the last data point with the absolute load
equal or greater than |0.8 P |, as illustrated in Fig. 2a.
peak
1
These test methods are under the jurisdiction of ASTM Committee E06 on
3.2.7 failure load (P ), n—the load corresponding to the
u
Performance of Buildings and are the direct responsibility of Subcommittee E06.11
failure limit state.
on Horizontal and Vertical Structures/Structural Performance of Completed Struc-
tures.
3.2.8 first major event (FME), n—the first significant limit
CurrenteditionapprovedMay1,2005.PublishedJuly2005.Originallyapproved
state to occur (see limit state).
in 2001. Last previous edition approved in 2002 as E 2126 – 02a.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
3
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