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ASTM D 7989 : 2018

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Standard Practice for Demonstrating Equivalent In-Plane Lateral Seismic Performance to Wood-Frame Shear Walls Sheathed with Wood Structural Panels
Available format(s)

Hardcopy , PDF

Superseded date

04-12-2020

Language(s)

English

Published date

07-09-2018

1.1This practice establishes a method for alternative shear wall systems to compare seismic equivalency parameters (SEP) derived from cyclic in-plane racking tests to performance targets derived from tests of light-frame shear walls constructed with wood structural panel (WSP) sheathing attached to dimension lumber framing using nails.

1.1This practice establishes a method for alternative shear wall systems to compare seismic equivalency parameters (SEP) derived from cyclic in-plane racking tests to performance targets derived from tests of light-frame shear walls constructed with wood structural panel (WSP) sheathing attached to dimension lumber framing using nails.

1.2This practice considers only the performance of shear walls subject to cyclic lateral loading, parallel to the plane of the shear wall. Design of walls with openings and performance for other wall functions, such as out-of-plane bending, combined shear and uplift, and so forth are not considered.

1.3This practice is applicable only to shear walls where all vertical-load-supporting elements are intact at the end of the in-plane lateral load test and remain capable of supporting gravity loads. Wall assemblies whose vertical-load-supporting elements buckle or otherwise become incapable of supporting gravity loads during the lateral load test are outside the scope of this practice. In addition, for bearing wall systems, this practice assumes that the shear wall system under evaluation has documented design procedures to ensure that vertical-load-supporting elements have adequate resistance to the combined effect of compression loads caused by overturning and gravity loads.

1.4This practice does not address height limitations, detailing requirements, wall openings, derivation of design values for strength and stiffness, or other requirements and limitations that may be necessary for an alternative shear wall system. These requirements shall be provided elsewhere, such as by a suitable product standard for the alternative shear wall system.

1.5This practice assumes that the stiffness or deformation of the alternative shear wall system can be estimated, and that design loads within a structure will be distributed among seismically equivalent wall systems based on their relative stiffness.

1.6This practice is not intended to preclude other rational means of evaluating seismic performance.

1.7This practice assumes that the alternative shear wall system may be used alone or in combination with wood-frame shear walls sheathed with wood structural panels.

1.8Units—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.

1.9This 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.

1.10This 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.

Committee
D 07
DocumentType
Standard Practice
Pages
9
ProductNote
THIS STANDARD ALSO REFERS TO PS1-09, PS2-10
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy
Supersedes

ASTM E 2126 : 2011 : R2018 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings
ASTM F 1667 : 2005 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM E 2126 : 2005 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Walls for Buildings
ASTM F 1667 : 2018 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2013 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2011 : REV A Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2011 : REV A : EDT 1 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2015 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM E 2126 : 2019 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings
ASTM E 2126 : 2002 : REV A Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Framed Walls for Buildings
ASTM F 1667 : 2010 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM E 2126 : 2011 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings
ASTM F 1667 : 2018 : REV A Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2000 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2003 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2001 : REV A Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM E 2126 : 2001 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Framed Walls for Buildings
ASTM E 2126 : 2008 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings
ASTM F 1667 : 2011 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2002 : REV A Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM F 1667 : 2017 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM E 2126 : 2010 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings
ASTM F 1667 : 2002 Standard Specification for Driven Fasteners: Nails, Spikes, and Staples
ASTM E 2126 : 2009 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings
ASTM E 2126 : 2007 : REV A 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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