Standard Specification for Structural Steel (SS), Sheet, Carbon, Cold-Rolled (Withdrawn 2000)

SCOPE
1.1 This specification covers cold-rolled carbon structural steel (SS) sheet, in cut lengths or coils. It includes five strength levels designated as Grade A with yield point 25 ksi (170 MPa) minimum; Grade B with 30 ksi (205 MPa) minimum; Grade C Types 1 and 2 with 33 ksi (230 MPa) minimum; Grade D Types 1 and 2 with 40 ksi (275 MPa) minimum; and Grade E with 80 ksi (550 MPa) minimum.  
1.2 Grades A, B, C, and D have moderate ductility whereas Grade E is a full-hard product with no specified minimum elongation.  
1.3 The values stated in inch-pound units are to be regarded as the standard.

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Status
Withdrawn
Publication Date
31-Dec-1996
Current Stage
Ref Project

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ASTM A611-97 - Standard Specification for Structural Steel (SS), Sheet, Carbon, Cold-Rolled (Withdrawn 2000)
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Designation: A 611 – 97
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
1
Structural Steel (SS), Sheet, Carbon, Cold-Rolled
This standard is issued under the fixed designation A 611; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
TABLE 1 Chemical Requirements
1. Scope
Composition, %
1.1 This specification covers cold-rolled carbon structural
Grades A, Grades C
steel (SS) sheet, in cut lengths or coils. It includes five strength
Element
Grade D
B, C, Type and D
Type 1
levels designated as Grade A with yield point 25 ksi (170 MPa)
1, and E Type 2
minimum; Grade B with 30 ksi (205 MPa) minimum; Grade C
Carbon, max 0.20 0.20 0.15
Types 1 and 2 with 33 ksi (230 MPa) minimum; Grade D Types
Manganese, max 0.60 0.90 0.60
Phosphorus, max 0.035 0.035 0.20
1 and 2 with 40 ksi (275 MPa) minimum; and Grade E with 80
Sulfur, max 0.035 0.035 0.035
ksi (550 MPa) minimum.
Copper, when copper steel is 0.20 0.20 0.20
1.2 Grades A, B, C, and D have moderate ductility whereas
specified, min
Grade E is a full-hard product with no specified minimum
elongation.
1.3 The values stated in inch-pound units are to be regarded
4.1.7 Dimensions.
as the standard.
4.1.7.1 As agreed upon between the purchaser and the
producer, material ordered to this specification will be supplied
2. Referenced Documents
to meet the appropriate standard or restricted thickness toler-
2.1 ASTM Standards:
ance table shown in Specification A 568/A 568M.
A 568/A 568M Specification for Steel, Sheet, Carbon, and
NOTE 1—Not all producers are capable of meeting all of the limitations
High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled,
of the thickness tolerance tables in Specification A 568/A 568M. The
2
General Requirements for
purchaser should contact the producer regarding possible limitations prior
to placing an order.
3. Terminology
4.1.8 Coil size requirements, and
3.1 Definition:
4.1.9 Cast or heat (formerly ladle) analysis and test report
3.1.1 structural steel (SS) sheet—sheet produced to tensile
(request, if required).
property values as specified or required.
NOTE 2—A typical ordering description is as follows: ASTM A 611,
4. Ordering Information
date, Grade C, Type 1, Cold-Rolled Oiled Sheet, Structural Steel (SS),
0.035 minimum by 36 by 96 in. (0.89 minimum by 914 by 2438 mm)
4.1 Orders for material under this specification shall include
Standard Thickness Tolerance, for Roof Deck.
the following information, as required, to describe the material
adequately.
5. General Requirements for Delivery
4.1.1 ASTM specification number, date of issue, and grade
5.1 Material furnished under this specification shall con-
(if Grades C or D, indicate Type 1 or Type 2),
form to the applicable requirements of the current edition of
4.1.2 Copper-bearing steel (if required),
Specification A 568/A 568M.
4.1.3 Special requirements (if required),
4.1.4 Name of material (cold-rolled sheet), structural qual-
6. Chemical Composition
ity,
6.1 The cast or heat analysis of the steel shall conform to the
4.1.5 Finish; matte (dull) finish will be supplied unless
requirements prescribed in Table 1.
otherwise ordered,
6.1.1 Unspecified elements may be present. Limits on ele-
4.1.6 Condition (oiled or dry), and
ments shall be as stated in Table 2.
6.1.1.1 Each of the elements listed in Table 2 shall be
1
included in the report of the heat analysis. When the amount of
This specification is under the jurisdiction of ASTM Committee A-1 on Steel,
Stainless Steel and Related Alloys, and is the direct responsibility of Subcommittee
copper, nickel, chromium, or molybdenum is less than 0.02 %,
A01.19 on Steel Sheet and Strip.
the analysis may be reported as <0.02 %. When the amount of
Current edition approved March 10, 1997. Published November 1997. Originally
vanadium or columbium is less than 0.008 %, the analysis may
published as A 611 – 70. Last previous edition A 611 – 96.
2
Annual Book of ASTM Standards, Vol 01.03. be reported as <0.008 %.
1

---------------------- Page: 1 ----------------------
A611
TABLE 2 Limits on Additional Elements (see 6.1.1)
7.1.3.3 Tensile test specimens shall be taken from a location
A
Copper, max % Heat analysis 0.20 approximately halfway between the center of the sheet and the
Product analysis 0.23
edge of the material as-rolled.
A
Nickel, max % Heat analysis 0.20
7.1.3.4 Tensile test specimens shall be taken with the axis of
Product analysis 0.23
A,B
Chromium, max % Heat analysis 0.15 the test specimen parallel to the rolling direction (longitudinal
Product analysis 0.19
test).
A,B
Molybdenum, max % Heat
...

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