Standard Methods of Static Load Test for Combined Tensile and Transverse Load Resistance of Paneled Wall Systems in Building Construction

SIGNIFICANCE AND USE
The procedures described will test the behavior of segments of paneled wall system construction under conditions representative of those encountered in service. Performance criteria based on data from those procedures can verify structural adequacy and service life.
SCOPE
1.1 These test methods cover the procedures for determining the resistance of paneled wall systems subjected to combined lateral loads and axial loads.
1.2 These test methods involve the simultaneous application of transverse (lateral wind) and tensile (wind uplift) loads to paneled wall system assemblies anchored at both ends with hold-down connectors.
1.3 These test methods are suitable for determining the structural adequacy of the design, system, and wall fabrication technique, and are not intended to evaluate the strength capacity of the hold-down connectors.
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.

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31-Mar-2007
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ASTM E2127-01a(2007) - Standard Methods of Static Load Test for Combined Tensile and Transverse Load Resistance of Paneled Wall Systems in Building Construction
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: E2127 − 01a (Reapproved2007)
Standard Methods of
Static Load Test for Combined Tensile and Transverse Load
Resistance of Paneled Wall Systems in Building
Construction
This standard is issued under the fixed designation E2127; 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 4. Summary of Test Method
4.1 The tensile and bending capacity of the paneled wall
1.1 These test methods cover the procedures for determin-
ing the resistance of paneled wall systems subjected to com- system is determined by applying a simultaneous tensile and
transverse load to a wall specimen. This is accomplished by
bined lateral loads and axial loads.
anchoring one end of the specimen and applying a tensile load
1.2 These test methods involve the simultaneous application
to the opposing end while applying a transverse load; see Figs.
of transverse (lateral wind) and tensile (wind uplift) loads to
1 and 2. The forces required to deflect the specimen and the
paneled wall system assemblies anchored at both ends with
corresponding displacements at each load interval are mea-
hold-down connectors.
sured.
1.3 These test methods are suitable for determining the
5. Significance and Use
structural adequacy of the design, system, and wall fabrication
technique, and are not intended to evaluate the strength
5.1 The procedures described will test the behavior of
capacity of the hold-down connectors.
segments of paneled wall system construction under conditions
1.4 This standard does not purport to address all of the representative of those encountered in service. Performance
safety concerns, if any, associated with its use. It is the criteria based on data from those procedures can verify
responsibility of the user of this standard to establish appro- structural adequacy and service life.
priate safety and health practices and determine the applica-
6. Test Apparatus
bility of regulatory limitations prior to use.
6.1 Test Assembly:
2. Referenced Documents 6.1.1 General—Tests shall be made on three like specimens
for each orientation.All system elements shall be fastened in a
2.1 ASTM Standards:
manner to conform with the wall specifications. The wall
E575 Practice for Reporting Data from Structural Tests of
system shall be representative of actual building construction.
Building Constructions, Elements, Connections, and As-
6.1.2 Connections—The performance of the wall is influ-
semblies
encedbythetypeandspacingoftheanchoringtotheupperand
E631 Terminology of Building Constructions
lower ends of the wall.
6.1.3 Paneled Wall System Requirements—The paneled wall
3. Terminology
system specimen shall be comprised of members and connec-
3.1 Definitions—Fordefinitionsofgeneraltermsusedinthis
tors representative of those used in building construction,
test method, refer to Terminology E631.
except that the specimen is permitted to consist of a core on
which paneled wall system surface units are placed.
6.1.4 Test Setup—The paneled wall system specimen shall
1 be tested vertically or horizontally so that surface units may be
These test methods are under the jurisdiction of ASTM Committee E06 on
Performance of Buildings and are the direct responsibility of Subcommittee E06.11
observed during the test. The test fixture shall allow for
on Horizontal and Vertical Structures/Structural Performance of Completed Struc-
simultaneous transverse and tensile load application. The top
tures.
and bottom of the specimen shall be attached to rigid supports.
Current edition approved April 1, 2007. Published April 2007. Originally
6.1.5 Paneled Wall System Size—The paneled wall system
approved in 2001. Last previous edition approved in 2006 as E2127 – 01a (2006).
DOI: 10.1520/E2127-01AR07.
specimen height shall not be less than the actual height of the
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
wall, and the width shall be minimum 48 in. (120 cm) wide, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
the width of an individual wall panel (if the individual panel
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. width is greater than 48 in. wide).
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
E2127 − 01a (2007)
FIG. 1 Test Specimen and Fixture, Straps Up
7. Procedure 7.1.1 Loading—The loading
...

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