ASTM A 678/A678M : 2005 : R2009
Withdrawn
Standard Specification for Quenched-and-Tempered Carbon and High-Strength Low-Alloy Structural Steel Plates (Withdrawn 2010)
English
10-01-2009
10-31-2010
CONTAINED IN VOL. 01.04, 2010 Describes the quenched-and-tempered carbon steel and high-strength low-alloy steel plates of structural quality for welded, riveted, or bolted construction.
| Committee |
A 01
|
| DevelopmentNote |
Supersedes ASTM A 678. (12/2009)
|
| DocumentType |
Standard
|
| Pages |
3
|
| ProductNote |
Reconfirmed 2009
|
| PublisherName |
American Society for Testing and Materials
|
| Status |
Withdrawn
|
| Supersedes |
1.1 This specification covers quenched-and-tempered carbon steel and high-strength low-alloy steel plates of structural quality for welded, riveted, or bolted construction.
1.2 If the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be used.
1.3 Plates under this specification are available in four grades as follows:
| Grade | Yield Strength, min, ksi [MPa] | Tensile Strength, ksi [MPa] | Maximum Thickness, in. [mm] |
| A | 50 [345] | 70–90 [485–620] | 11/2 [40] |
| B | 60 [415] | 80–100 [550–690] | 21/2 [65] |
| C | A | A | 2 [50] |
| D | 75 [515] | 90–110 [620–760] | 3 [75] |
A Varies with thickness. See Table 1.
1.4 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.
Please Login or Create an Account so you can add users to your Multi user PDF Later.
Important note : All end users must be registered with an Account prior to user licenses being assigned.
Users cannot be edited or removed once added to your Multi user PDF.