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

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.
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-Sep-2006
Current Stage
Ref Project

Relations

Buy Standard

Standard
ASTM E2127-01a(2006) - Standard Methods of Static Load Test for Combined Tensile and Transverse Load Resistance of Paneled Wall Systems in Building Construction
English language
4 pages
sale 15% off
Preview
sale 15% off
Preview

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:E2127–01a(Reapproved 2006)
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 E 2127; 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 transverse load to a wall specimen. This is accomplished by
anchoring one end of the specimen and applying a tensile load
1.1 These test methods cover the procedures for determin-
to the opposing end while applying a transverse load; see Figs.
ing the resistance of paneled wall systems subjected to com-
1 and 2. The forces required to deflect the specimen and the
bined lateral loads and axial loads.
corresponding displacements at each load interval are mea-
1.2 Thesetestmethodsinvolvethesimultaneousapplication
sured.
of transverse (lateral wind) and tensile (wind uplift) loads to
paneled wall system assemblies anchored at both ends with
5. Significance and Use
hold-down connectors.
5.1 The procedures described will test the behavior of
1.3 These test methods are suitable for determining the
segments of paneled wall system construction under conditions
structural adequacy of the design, system, and wall fabrication
representative of those encountered in service. Performance
technique, and are not intended to evaluate the strength
criteria based on data from those procedures can verify
capacity of the hold-down connectors.
structural adequacy and service life.
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
6. Test Apparatus
responsibility of the user of this standard to establish appro-
6.1 Test Assembly:
priate safety and health practices and determine the applica-
6.1.1 General—Tests shall be made on three like specimens
bility of regulatory limitations prior to use.
for each orientation.All system elements shall be fastened in a
2. Referenced Documents manner to conform with the wall specifications. The wall
2 system shall be representative of actual building construction.
2.1 ASTM Standards:
6.1.2 Connections—The performance of the wall is influ-
E 575 Practice for Reporting Data from Structural Tests of
encedbythetypeandspacingoftheanchoringtotheupperand
Building Constructions, Elements, Connections, and As-
lower ends of the wall.
semblies
6.1.3 Paneled Wall System Requirements—The paneled
E 631 Terminology of Building Constructions
wall system specimen shall be comprised of members and
3. Terminology connectors representative of those used in building construc-
tion, except that the specimen is permitted to consist of a core
3.1 Definitions—For definitions of general terms used in
on which paneled wall system surface units are placed.
this test method, refer to Terminology E 631.
6.1.4 Test Setup—The paneled wall system specimen shall
4. Summary of Test Method
be tested vertically or horizontally so that surface units may be
observed during the test. The test fixture shall allow for
4.1 The tensile and bending capacity of the paneled wall
simultaneous transverse and tensile load application. The top
system is determined by applying a simultaneous tensile and
and bottom of the specimen shall be attached to rigid supports.
6.1.5 Paneled Wall System Size—The paneled wall system
These test methods are under the jurisdiction of ASTM Committee E06 on
specimen height shall not be less than the actual height of the
Performance of Buildings and are the direct responsibility of Subcommittee E06.11
wall, and the width shall be minimum 48 in. (120 cm) wide, or
on Horizontal and Vertical Structures/Structural Performance of Completed Struc-
the width of an individual wall panel (if the individual panel
tures.
Current edition approved Oct. 1, 2006. Published October 2006. Originally width is greater than 48 in. wide).
approved in 2001. Last previous edition approved in 2001 as E 2127 – 01a.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
7. Procedure
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
7.1 Number of Tests—Conduct a minimum of three tests for
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. each of the two orientations. Conduct the first set of tests with
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, U
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.