ASTM A195-59

Specification for High-Strength Structural Rivet Steel (Withdrawn 1966)

General Information

• Status: Withdrawn
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.15 - Bars

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
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AMERICAN SOCIETY FOR TESTING MATERIALS
\
ST., PHILADE
1916 RACE LPHIA 3, PA.
Reprinted from Copyrighted 1959 Supplement to
BY THE AM RICAN STANDARDS ASSOCI io\
E T
A
A.SA N0,1 042.1-1880
UDC 669,14:621.884
Standard Specification for
1
HIGH-STRENGTH STRUCTURAL RIVET STEEL
t
ASTM Designation: A 195- 59
2
ADOPTED, 1957; REVISED, 1959.
This Standard of the American Society for Testing Materials is issued under
the fixed designation A 195; the final number indicates the year of original
adoption as standard or, in the case of revision, the year of last revision.
Scope Process
1. This specification covers a rivet
3. The steel shall be made by either
steel which, with proper riveting tech­ or both of the following processes: open­
nique, is suitable for use with structural
hearth or electric-furnace.
silicon steel, as prescribed in the Spec­
Annealing
ification for Structural Silicon Steel
3
4. Bars to be manufactured into rivets
(ASTM Designation: A 94), and equiv­
by the cold-heading process shall first be
alent steels.
annealed by heating to 1450 F (788 C)
General Requirements for Delivery
and cooling slowly in the furnace or in
still air. Bars to be manufactured into
2. Material furnished under this speci­
rivets by the hot-heading process need
fication shall conform to the applicable
not be annealed.
requirements of the current edition of
the Specification for General Require­
Chemical Composition
ments for Delivery of Rolled Steel Plates,
Shapes, Sheet Piling, and Bars for Struc­ 5. (a) When subjected to the ladle
8
tural Use (ASTM Designation: A 6 . and check analyses, respectively, re­
)
quired by the provisions of Specification
1
e A 6, the steel shall conform to the re­
Under th standardization procedure of the
Society, this specification is under the jurisdic­
quirements as to chemical composition
tion of the ASTM Committee A-1 on Steel.
prescribed in Table I.
2
P o its present publication as standard,
ri r to
thi fication was published as tentative from ec
s speci (b) If it be desired to obtain the sp ­
1936 to 1941, being revised in 1939. It was
ified mechanical properties by the addi­
adopted and published as standard from 1941
tion of elements not enumerated in Para­
to 1949, being revised and reverted to tentative
. The specification was published as
in 1949
graph (a), the chemical composition shall
om 1949 to 1957, being revised in
tentative fr
be agreed upon between the manufac-
1952.
1950 and
3
1958 Book of ASTM Standards, Part 1. turer and the purchaser; and all elements
200
AMERICAN STANDARD
of ASTM Standards, Par
Book t 1
APPROVED A
S

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