ASTM-D1036:2012 Edition

$44.96

D1036-99(2012) Standard Test Methods of Static Tests of Wood Poles

Published By	Publication Date	Number of Pages
ASTM	2012	17

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Category: ASTM

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Description

1.1 These test methods cover determination of the bending strength and stiffness of wood poles. Knowledge of these properties is used in providing for reliable and economical design with poles of different species, size, or grade.

1.2 Two test methods are included: the cantilever test method and the machine test method.

1.3 Provision is also made for extracting small clear specimens from the butt section and determining static bending and compression parallel to grain strength values in accordance with Test Methods D143 .

1.4 The procedures specified in these test methods apply to tests of either treated or untreated material.

1.5 The values stated in inch-pound units are to be regarded as the standard. SI values are given in parentheses and are provided for information only.

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
2	Summary of Test Method Significance and Use Identification Number of Major Specimens Field Notes Field Marking Conditioning Alternative Conditioning Requirements
3	Initial Measurements Apparatus FIG. 1
4	Load Pulling Line Winch Positions Load Measurement Deflections FIG. 2 TABLE 1
5	Procedure Test Results
6	TABLE 2
7	TABLE 3
8	Apparatus Deflection FIG. 3
9	Procedure Report and Calculation Photographs Age, Rate of Growth, and Moisture Determination Specimens for Minor Tests
10	Procedure for Minor Tests Tabulation of Results FIG. 4
11	FIG. 5
12	Precision and Bias Keywords A1. APPARATUS DESIGN AND EXAMPLES OF OBTAINING DATA A1.1 A1.2 A1.3 A1.4 A1.5 A1.6
13	FIG. A1.1
14	FIG. A1.2 FIG. A1.3
15	A2. CALCULATION OF MOE BASED ON DEFLECTION AT GROUND LINE A2.1 A2.2 A2.3 FIG. A1.4