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ASTM A678/A678M-00a

Historical Revision

Standard Specification for Quenched-and-Tempered Carbon and High-Strength Low-Alloy Structural Steel Plates (Withdrawn 2010)

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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 When 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 Material under this specification is available in four grades as follows:

GradeYieldStrength,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]
CA A 2 [50]
D 75 [515]90-110 [620-760]3 [75]
AVaries with thickness. See Table 1.

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1.4 The values stated in either inch-pound units or SI units are to be regarded 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 must be used independently of the other. Combining values from the two systems may result in nonconformance with this specification.


SDO ASTM: ASTM International
Document Number A678
Publication Date Sept. 10, 2000
Language en - English
Page Count 3
Revision Level 00a
Supercedes
Committee A01.02
Publish Date Document Id Type View
Oct. 1, 2009 A0678_A0678M-05R09 Revision
Sept. 1, 2005 A0678_A0678M-05 Revision
Sept. 10, 2000 A0678_A0678M-00A Revision