Shopping Cart

No products in the cart.

ASTM-D2915:2003 Edition

$44.96

D2915-03 Standard Practice for Evaluating Allowable Properties for Grades of Structural Lumber

Published By Publication Date Number of Pages
ASTM 2003 13
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

1.1 This practice covers sampling and analysis procedures for the investigation of specified populations of stress-graded structural lumber. Depending on the interest of the user, the population from which samples are taken may range from the lumber from a specific mill to all the lumber produced in a particular grade from a particular geographic area, during some specified interval of time. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. Where this assumption is inadequate, that is, the population is assumed finite, many of the provisions of this practice may be employed but the sampling and analysis procedure must be designed to reflect a finite population. The statistical techniques embodied in this practice provide procedures to summarize data so that logical judgments can be made. This practice does not specify the action to be taken after the results have been analyzed. The action to be taken depends on the particular requirements of the user of the product.

1.2 The values stated in inch-pound units are to be regarded as the standard.

1.3 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
Statistical Methodology
2 TABLE 1
3 TABLE 2
4 TABLE 3
5 Analysis and Presentation of Results
TABLE 4
6 TABLE 5
TABLE 6
7 Applications
Keywords
X1. TYPICAL EXAMPLE—COMMODITY LUMBER
X1.1 Population Description
X1.2
FIG. X1.1
8 X1.3
X1.4
X1.5
X1.6
X1.7
X1.8
FIG. X1.2
TABLE X1.1
9 X2. TYPICAL EXAMPLE—LADDER RAIL STOCK
X2.1 Population Description
X2.2
TABLE X1.2
TABLE X1.3
TABLE X1.4
TABLE X2.1
10 X2.3
X2.4
TABLE X2.2
TABLE X2.3
FIG. X2.1
FIG. X2.2
11 X3. EXAMPLE—SAMPLING PROCEDURE
X3.1
X3.2
FIG. X2.3
FIG. X2.4
12 X4. EXAMPLE OF USE OF TABLE 5 TO ADJUST MODULUS OF ELASTICITY (MOE) TO STANDARD CONDITIONS
X4.1
X5. ONE-SIDED TOLERANCE LIMITS FOR A NORMAL DISTRIBUTION
X5.1
REFERENCES
TABLE X3.1
ASTM-D2915
$44.96