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ASTM-E2322 2003

$40.63

E2322-03 Standard Test Method for Conducting Traverse and Concentrated Load Tests on Panels used in Floor and Roof Construction

Published By Publication Date Number of Pages
ASTM 2003 6
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1.1 These test methods cover the following procedures for determining the structural properties of segments of floor and roof constructions:

Section Test Specimens Loading Deformation Measurements Report Precision and Bias Testing Floors Transverse Load Concentrated Load Testing Roofs Transverse Load Concentrated Load

1.2 Metric units (SI) are to be considered as the primary standard units.

1.3 These test methods serve to evaluate the performance of floors and roofs panels subjected to ( 1 ) Uniform loading, and ( 2 ) Concentrated static loading, which represent conditions sustained in the actual performance of the element. The standard is not intended for the evaluation of individual structural framing and/or supporting members (floor joist, rafters and trusses).

1.4 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes, excluding those in tables and figures, shall not be considered as requirements of the standard.

1.5 This standard is not intended to cover concrete floor slabs.

1.6 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.

PDF Catalog

PDF Pages PDF Title
1 Scope
Referenced Documents
Terminology
Significance and Use
2 Test Specimens
Loading
Deformation Measurements
Report
Precision and Bias
Transverse Load—Floor
3 FIG. 1
FIG. 2
4 Concentrated Load—Floor
FIG. 3
5 Transverse Load—Roof
Concentrated Load—Roof
Keywords
X1. COMMENTARY ON TEST METHOD
X1.1
X1.2 Estimating Ultimate Load Carrying Capacity of Specimen
X1.3
FIG. 4
6 X2. TECHNICAL INTERPRETATION
X2.1
X2.2
X2.3
X2.4
X2.5
X2.6
ASTM-E2322 2003
$40.63