By Authority Of
THE UNITED STATES OF AMERICA
Legally Binding Document
By the Authority Vested By Part 5 of the United States Code  552(a) and 
Part 1 of the Code of Regulations  51 the attached document has been duly 
INCORPORATED  BY  REFERENCE  and  shall  be  considered  legally 
binding  upon  all  citizens  and  residents  of  the  United  States  of  America. 
HEED THIS NOTICE: Criminal penalties may apply for noncompliance. 
Official Incorporator:
THE EXECUTIVE DIRECTOR
OFFICE OF THE FEDERAL REGISTER
WASHINGTON, D.C.
Document Name:     
CFR Section(s):   
Standards Body:   
e
ASTM A570: Hot-Rolled Carbon Steel Sheet and Strip, 
Structural Quality
24 CFR 200, Subpart S
American Society for Testing and Materials
                  ANSljASTMA 570 - 79 
Standard Specification for 
HOT-.ROLLED  CARBON  STEEL  SHEET  AND  STRIP, 
STRUCTURAL  QUALlTY1 
This Standard  is  issued under the fixed  designation  A  570; the number immediately following  the  designation  indicates 
the  year of original  adoption or,  in  the case-of revision,. the  year oflast revision.  A  number in  parenthese_s  indicates the 
year of last reapproval. 
This specification has been approved for  use  by agencies of the  Department of Defonse and for listing in  the DoD Index of 
Specifications and Standards.  -
1.  Scope 
1.1  This  specification  covers  hot-rolled 
carbon steel sheet and strip of structural qual-
ity  in  cut  lengths  or  coils.  This  material  is 
intended  for  structural  pUI:poses  where  me-
chanical test values  are  required,  and is  avail" 
able  in  a  maximum  thickness  of  0.2299  in. 
(5.8  mm)  except  as  limited  by  Specification 
A  568. 
1.1.2  The  following  grades  are  covered  in 
this specification: 
Grade 
30 
33 
36 
40 
45 
50 
Mechanical Properties 
Yield Point, min, 
psi  (MPa) 
30  000 (2\0) 
33  000 (230) 
36  000 (250) 
40  000 (280) 
45  000  (3\0) 
50  000 (340) 
Tensile Strength, 
min, psi (MPa) 
49  000 (340) 
52  000 (360) 
53  000 (365) 
55  000 (380) 
60  000 (4\0) 
65  000  (450) 
NOTE  I-The values  stated  in  inch-pound  units 
are to be regarded as the standard. 
2.  Applicable Documents 
2.1  ASTM Standard: 
A 568,  Specification for  Steel,  Carbon  arid 
High-Strength  Low-Alloy             
Sheet,  Hot-Rolled  Strip,  and  Cold-
Rolled Sheet,  General Requirements
2 
3.  General Requirements for  Delivery 
3.1  Material  furnished  under  this  specifi-
cation shall conform to  the applicable require-
ments  of the  current  edition  of Specification 
A  568, unless otherwise provided herein. 
4.  Ordering Information 
4.1  Orders  for  material  under  this  specifi-
530 
cation shall include the following information, 
as  required, to  describe the  required material 
adequately:  - , 
4.1.1  ASTM  specifieation  number  and 
date of issue,  and grade, 
4.1.2  Copper-bearing steel (if required), 
4.1.3  Special requirements (if required), 
4.1.4  Name  of material               sheets 
or strip), 
4.1.5  Condition  (Material  t6  this  specifi-
cation is furnished in the hot-rolled condition. 
Pickled  (or blast cleaned) should  be specified 
if required.  Material  so  ordered  will  be oiled 
unless  ordered dry),  . 
4.1.6  Dimensions, including type of edges, 
4.1.7  Coil size requirements, and 
4.1.8  Cast or heat (formerly ladle) analysis 
or test report (request, ifrequired). 
NOTE  2 - A  typical  ordering  description  is  as 
follows:  ASTM  A  570,  Grade  36,  Hot-Rolled 
Sheets, 0.075 by  36  cut edge by  96  in. 
S.  Chemical Requirements 
5.1  The  cast  or  heat  analysis  of the  steel 
shall  conform  to the requirements  prescribed 
in Table  1. 
6.  Physical Requirements 
6.1  Tensile  Properties-The  material  as 
1  This  specification  is  under  the  jurisdiction .of  ASTM 
Committee  A-l  on  Steel,  Stainless  Steel  and  Related 
Alloys,  and, is  the  direct  responsibility  of  Subcommittee 
A01.l9 oil  Sheet Steel and Steel Sheets. 
Current  edition  approved Aug.  31,  1979.  Published  Oc-
tober  1979.  Originally  published  as  A 570 - 66 T.  Last  pre-
vious  edition A 570 - 78. 
2 Annual Book of ASTM Standards,  Part 3. 
represented  by  the  test  specimens  shall  con-
form  to  the  requirements  as  to  tensile  prop-
erties prescribed in  Table 2. 
6.2  Bending  Properties- The  bend  test 
specimens  shall  stand  being  bent  at  room 
temperature in  any direction  through  180 deg 
without  cracking  on  the  outside  of  the  bent 
portion to  an inside diameter which shall have 
a relation  to the  thickness  of the  specimen  as 
prescribed  in Table 3. 
7.  Test Specimens 
7.1  Tension  test  specimens  shall  be  taken 
longitudinally. 
8.  Number of Tests 
8.1  Two  tension  tests  and  two  bend  tests 
shall be made from  each heat or from each lot 
of  50  tons  (45  Mg).  When  the  amount  of 
A  570 
finished  material from a heat or lot is less than 
50  tons,  only  one  tension  test  and  one  bend 
test shall be  made. When material rolled from 
one heat differs 0.050 in.  (1.27 mm) or more 
in  thickness,  one  tension  test  and  one  bend 
test shall  be  made from  both the  thickest and 
thinnest  material  rolled  regardless  of  the 
weight represented. 
8.2  Retests - If  one  test  fails,  two  more 
tests shall  be  run  from  the same  lot, in  which 
case  both  tests  shall  conform  to  the  require-
ments  prescribed  in  this  specification;  other-
wise,  the lot under test shall stand rejected. 
9.  Packaging 
9.1  Coil  Size - Small  coils  result  from  the 
cutting  of  full-size  coils  for  center  test  pur-
poses.  These  small coils  are  acceptable  under 
this specification. 
TABLE  1  Chemical Requirements 
Tensile  strength,  min,  psi 
(MPa) 
Yield  point,  min,  psi 
(MPa) 
Elongation  in  2  in.  (50 
mm),  min,  %,  for 
thicknesses: 
0.2299  to  0.0972  in. 
(5.84  to  2.46  mm), 
inel 
0.0971  to  0.0636  in. 
(2.45  to  1.62  mm), 
inel 
0.0635  to  0.0255  in. 
(1.61  to  0.65  mm), 
incl 
Elongation  in  8  in.  (200 
mm),  min,  %,  for 
thicknesses: 
0.2299  to  0.0972  in. 
(5.84  to  2.46  mm), 
inel 
0.0971  to  0.0892  in. 
(2.45  to  2.26  mm), 
inel 
Element 
Carbon, max 
Manganese, max 
Phosphorus, max 
Sulfur,  max 
Copper,  when  copper  is 
specified,  min 
Composition,  % 
Grades 30, 
33,  36, and 40 
0.25 
0.90 
0.04 
0.05 
0  2 0 ~  
Grades  45 
and 50 
0.25 
1.35 
0.04 
0.05 
0.20 
TABLE  2  Tensile Requirements 
Grade 30  Grade 33  Grade 36  Grade 40 
49  000  (340)  52  000 (360)  53  000 (365)  55  000 (380) 
30  000  (210)  33  000 (230)  36  000  (250)  40  000 (280) 
25.0  23.0  22.0  21.0 
24.0  22.0  21.0  20.0 
21.0  18.0  17.0  15.0 
19.0  18.0  17.0  16.0 
17.0  16.0  15.0  14.0 
531 
Grade 45  Grade 50 
60  000 (410)  65  000 (450) 
45  000 (310)  50  000 (340) 
19.0  17.0 
18.0  16.0 
13.0  11.0 
14.0  12.0 
12.0  10.0 
~ ~  ~   A  570 
TABLE  3  Bend Test Requirements 
Grade 
30 
33 
36 
40 
45 
50 
Ratio of Bend Diameter to 
Thickness of Specimen 
iY2 
1>'. 
2 
21'2 
3 
The  American  Society for  Testing  and  Materials  takes  no  position  respecting  the  validity  of any patent  rights  asserted  in 
connection  with  any  item  mentionetf in  this  standard.  Users  oJ this  stantfard  are  expressly  aavised  that  determination  of the 
validity of any such patent rights,  and the risk of infringement of such  rights,  are  entirely their own  resppnsibility. 
This  standard  is  subject  to  revision  at any  time  by  the  responsible  technical  committee  and must 'be  reviewed  every five 
years  and  if not  revised,  either  reapproved  or  withdrawn.  Your  comments  are  invited  either for  reviston  of this  standard  or 
for  additional standards  and should be  addressed  to  ASTM Headquarters.  Your  comments  will  receive  careful  consideration 
at a  meeting  of the  responsible  technical  committee,  which  you may attend.  If you feel  that your comments have  not received 
a fair 'hearing you  should make your  views  known  to  the  ASTM Committee  on  Standards,  1916  Race  St.,  Philadelphia,  Pa. 
19103,  which  'will  schedule  a further  hearing ,regarding your  comments.  Failing  satisfaction  there,  you  may  appeal  to  the 
ASTM Board of Directors. 
532