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ASTM-A6 2006

$63.38

A6/A6M-06 Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling

Published By Publication Date Number of Pages
ASTM 2006 59
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1.1 This general requirements specification covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled structural steel bars, plates, shapes, and sheet piling covered by each of the following product specifications issued by ASTM:

1.2 Annex A1 lists permitted variations in dimensions and mass (Note 1) in SI units. The values listed are not exact conversions of the values in Tables 1 to 31 inclusive but are, instead, rounded or rationalized values. Conformance to is mandatory when the ‘M’ specification designation is used. The term ‘weight’ is used when inch-pound units are the standard; however, under SI, the preferred term is ‘mass.’

1.3 Annex A2 lists the dimensions of some shape profiles.

1.4 Appendux X1 provides information on coil as a source of structural products.

1.5 Appendix X2 provides information on the variability of tensile properties in plates and structural shapes.

1.6 Appendix X3 provides information on weldability.

1.7 Appendix X4 provides information on cold bending of plates, including suggested minimum inside radii for cold bending.

1.8 This general requirements specification also covers a group of supplementary requirements that are applicable to several of the above product specifications as indicated therein. Such requirements are provided for use where additional testing or additional restrictions are required by the purchaser, and apply only where specified individually in the purchase order.

1.9 In case of any conflict in requirements, the requirements of the applicable product specification prevail over those of this general requirements specification.

1.10 Additional requirements that are specified in the purchase order and accepted by the supplier are permitted, provided that such requirements do not negate any of the requirements of this general requirements specification or the applicable product specification.

1.11 For purposes of determining conformance with this general requirements specification and the applicable product specification, values are to be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E 29.

1.12 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other, without combining values in any way.

1.13 This general requirements specification and the applicable product specification are expressed in both inch-pound units and SI units; however, unless the order specifies the applicable ‘M’ specification designation (SI units), the structural product is furnished to inch-pound units.

1.14 The text of this general requirements specification contains notes and/or footnotes that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.

PDF Catalog

PDF Pages PDF Title
1 Scope
2 Referenced Documents
Terminology
4 Ordering Information
Materials and Manufacture
Heat Treatment
Chemical Analysis
5 Metallurgical Structure
Quality
6 TABLE
8 Test Methods
Tension Tests
10 TABLE
TABLE
11 Permitted Variations in Dimensions and Weight [Mass]
12 TABLE 1
TABLE 2
13 TABLE 3
TABLE 4
TABLE 5
14 Retests
TABLE 6
TABLE 7
TABLE 8
TABLE 9
TABLE 10
TABLE 11
TABLE 12
15 TABLE 13
TABLE 14
16 Test Reports
TABLE 15
17 TABLE 16
18 TABLE 17
TABLE 18
19 TABLE 19
TABLE 20
TABLE 21
20 TABLE 22
TABLE 23
TABLE 24
21 Inspection and Testing
TABLE 25
TABLE 26
TABLE 27
22 Retreatment
TABLE 28
TABLE 29
TABLE 30
TABLE 31
23 Rejection
Identification of Structural Products
24 Packaging, Marking, and Loading for Shipment
Keywords
26 TABLE S27.1
TABLE S27.2
27 TABLE S27.3
TABLE S27.4
28 A1. PERMITTED VARIATIONS IN DIMENSIONS AND MASS IN SI UNITS
A1.1
TABLE A1.1
29 TABLE A1.2
30 TABLE A1.3
TABLE A1.4
TABLE A1.5
31 TABLE A1.6
TABLE A1.7
TABLE A1.8
TABLE A1.9
32 TABLE A1.10
TABLE A1.11
TABLE A1.12
TABLE A1.13
33 TABLE A1.14
34 TABLE A1.15
35 TABLE A1.16
36 TABLE A1.17
TABLE A1.18
37 TABLE A1.19
TABLE A1.20
TABLE A1.21
38 TABLE A1.22
TABLE A1.23
TABLE A1.24
39 TABLE A1.25
TABLE A1.26
TABLE A1.27
40 TABLE A1.28
TABLE A1.29
TABLE A1.30
TABLE A1.31
41 A2. DIMENSIONS OF STANDARD SHAPE PROFILES
A2.1
42 TABLE A2.1
47 TABLE A2.2
48 TABLE A2.3
49 TABLE A2.4
50 TABLE A2.5
51 TABLE A2.6
53 TABLE A2.7
55 TABLE A2.8
56 X1. COIL AS A SOURCE OF STRUCTURAL PRODUCTS
X1.1
57 X2. VARIATION OF TENSILE PROPERTIES IN PLATES AND SHAPES
X2.1
X2.2
X2.3
X2.4
X2.5
X3. WELDABILITY OF STEEL
X3.1
X3.2
X3.3
X3.4
58 X3.5
X3.6
X4. RADIUS FOR COLD BENDING
X4.1
X4.2
X4.3
TABLE X4.1
TABLE X4.2
ASTM-A6 2006
$63.38