ASTM A529 A529M-2005(2009) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality《高强度碳锰钢的结构质量用标准规范》.pdf

《ASTM A529 A529M-2005(2009) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality《高强度碳锰钢的结构质量用标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A529 A529M-2005(2009) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality《高强度碳锰钢的结构质量用标准规范》.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A529/A529M 05 (Reapproved 2009)Standard Specification forHigh-Strength Carbon-Manganese Steel of StructuralQuality1This standard is issued under the fixed designation A529/A529M; the number immediately following the designation indicates the yearof original adoption or, in the case of r

2、evision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specificati

3、on covers carbon-manganese steelshapes, plates, and bars of structural quality for use in riveted,bolted, or welded construction of buildings and for generalstructural purposes.1.2 Material under this specification is available in twogrades:Grade Yield Strength,ksi MPaThickness50 345 50 345 Plates t

4、o 1 in. 25 mm thickto 15 in. 380 mm wideBarsto312 in. 90 mmShapes with flange or leg thickness to112 in. 40 mm inclusive55 380 55 380 Plates to 1 in. 25 mm thickto 15 in. 380 mm wideBars to 3 in. 75 mmShapes with flange or leg thickness to112 in. 40 mm inclusive1.3 When the steel is to be welded, it

5、 is presupposed that awelding procedure suitable for the grade of steel and intendeduse or service will be utilized. See Appendix X3 of Specifica-tion A6/A6M for information on weldability.1.4 The values stated in either inch-pound units or SI unitsare to be regarded as standard. Within the text, th

6、e SI units areshown in brackets. The values stated in each system are notexact equivalents; therefore, each system must be used inde-pendently of the other.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for RolledStructural Steel Bars, Plates, Shapes, and Sh

7、eet Piling3. General Requirements for Delivery3.1 Material furnished under this specification shall con-form to the requirements of the current edition of SpecificationA6/A6M, for the ordered material, unless a conflict exists inwhich case this specification shall prevail.4. Materials and Manufactur

8、e4.1 The steel shall be killed, and such shall be affirmed inthe test report by the inclusion of a statement of killed steel,avalue of 0.10 % or more for silicon content, or a value of0.015 % or more for total aluminum content.5. Chemical Composition5.1 Heat Analysis:5.1.1 The heat analysis shall co

9、nform to the requirementsprescribed in Table 1.5.1.2 In addition to the elements specified in Table 1, testreports shall include for information the chemical analysis forcopper, columbium, chromium, nickel, molybdenum, and va-nadium. When the amount of copper, chromium, nickel,molybdenum, or silicon

10、 is less than 0.02 %, the analysis maybe reported as “0.02 %.” When the amount of columbium orvanadium is less than 0.008 %, the analysis may be reported as“0.008 %.”5.2 Product Analysis:5.2.1 The steel shall conform on product analysis to therequirements of Table 1, subject to the product analysist

11、olerances in Specification A6/A6M.6. Tension Test6.1 The material as represented by the test specimen shallconform to the requirements as to the tensile propertiesprescribed in Table 2.7. Keywords7.1 bars; bolted construction; carbon; frames; metal build-ing systems; plates; riveted construction; sh

12、apes; steel; struc-tural steel; trusses; welded construction1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.Curre

13、nt edition approved Oct. 1, 2009. Published December 2009. Originallyapproved in 1964. Last previous edition approved in 2005 as A529/A529M 05.DOI: 10.1520/A0529_A0529M-05R09.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For

14、 Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.SUPPLEMENTARY REQUIREMENTSStandardized supplementary requirements for u

15、se at the option of the purchaser are listed inSpecification A6/A6M. Those that are considered suitable for use with this specification are listed bytitle:S5. Charpy V-Notch Impact Test.In addition, the following optional supplementary require-ments are also suitable for use with this specification.

16、S32. Single Heat Bundles.S32.1 Bundles containing shapes or bars shall be from asingle heat of steel.S78. Maximum Carbon Equivalent.S78.1 This material shall be supplied with a maximumcarbon equivalent value of 0.55 % or to a lower value specifiedin the purchase documents. This value will be based o

17、n heatanalysis. The required chemical analysis as well as the carbonequivalent shall be reported.S78.2 The carbon equivalent shall be calculated using thefollowing formula:CE=C+(Mn+Si)/6 + (Cu + Ni)/15 + (Cr + Mo + V + Cb)/5S79. Maximum Tensile Strength.S79.1 The maximum tensile strength shall be 90

18、 ksi 620MPa.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such

19、 rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additi

20、onal standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the

21、ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the a

22、boveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).TABLE 1 Chemical Requirements (Heat Analysis)NOTEA maxim

23、um of 1.50 % manganese is permissible, with anassociated reduction of the carbon maximum of 0.01 percentage point foreach 0.05 percentage point increase in manganese.Element Composition, %Grades 50 345and 55 380Carbon, max 0.27Manganese, max 1.35Phosphorus, max 0.04Sulfur, max 0.05Silicon, max 0.40C

24、opper, min, when copper is speci-fied0.20TABLE 2 Tensile RequirementsAGrade 50 345 Grade 55 380ksi MPa ksi MPaTensile strength, min 70B485 70 485Tensile strength, max 100 690 100 690Yield strength, min 50 345 55 380Elongation in 8 in. 200 mm,min, %18 17Elongation in 2 in. 50 mm,min, %21 20ASee the Orientation subsection in the Tension Tests section of SpecificationA6/A6M.BMinimum tensile strength for Grade 50 shapes with flange or leg thickness to112 in. 40 mm inclusive, shall be 65 ksi 450 MPa.A529/A529M 05 (2009)2