ASTM-D5055 2005
$58.50
D5055-05 Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists
Published By | Publication Date | Number of Pages |
ASTM | 2005 | 23 |
1.1 This specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated wood I-joists. Capacities considered are shear, moment, and stiffness. Procedures for establishing common details are given and certain design considerations specific to wood I-joists are itemized.
1.2 Contents of the StandardAn index and brief description of the main features of this specification are given in .
1.3 Development of the StandardThe development and intent of this specification is discussed in .
1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
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. A specific precautionary statement is given in 6.1.1.5.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Scope Referenced Documents |
2 | Terminology Design Considerations Materials Qualification |
5 | TABLE 1 |
7 | Design Values Independent Inspection In-House Quality Assurance |
8 | Qualification and Quality Assurance of I-Joist Components Manufactured by Others Periodic Reevaluation of Structural Capacities Installation Instructions Identification |
9 | X1. COMMENTARY ON STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS X1.1 X1.2 |
10 | X1.3 X1.4 X1.5 |
11 | X1.6 X1.7 X1.8 X1.9 X2. VOLUME EFFECTS IN PREFABRICATED WOOD I-JOISTS X2.1 |
12 | X2.2 X2.3 |
13 | X2.4 X2.5 X2.6 X3. PREFABRICATED WOOD I-JOIST ADHESIVES X3.1 X3.2 |
14 | X3.3 X3.4 X3.5 X3.6 X4. EXPLANATIONS OF STATISTICS USED IN THE STANDARD AND A SAMPLE EVALUATION OF SHEAR CAPACITY X4.1 X4.2 X4.3 |
15 | X4.4 |
16 | TABLE X4.1 TABLE X4.2 FIG. X4.1 |
17 | TABLE X4.3 |
18 | TABLE X4.4 FIG. X4.2 TABLE X4.5 |
19 | X4.5 X4.6 X4.7 TABLE X4.6 TABLE X4.7 FIG. X4.3 |
20 | FIG. X4.4 TABLE X4.8 FIG. X4.5 TABLE X4.9 |
21 | X5. FAILURE CODING IN TESTS OF PREFABRICATED WOOD I-JOISTS X5.1 X5.2 FIG. X5.1 |
22 | FIG. X5.2 |
23 | X6. SHEAR CAPACITY REDUCTION FACTOR FOR PREFABRICATED WOOD I-JOISTS X6.1 X6.2 X6.3 |