ASTM A500 A500M-2007 Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.pdf

1、Designation: A 500/A 500M 07Standard Specification forCold-Formed Welded and Seamless Carbon Steel StructuralTubing in Rounds and Shapes1This standard is issued under the fixed designation A 500/A 500M; the number immediately following the designation indicates the yearof original adoption or, in th

2、e 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.1. Scope*1.1 Thi

3、s specification covers cold-formed welded and seam-less carbon steel round, square, rectangular, or special shapestructural tubing for welded, riveted, or bolted construction ofbridges and buildings, and for general structural purposes.1.2 This tubing is produced in both welded and seamlesssizes wit

4、h a periphery of 64 in. 1630 mm or less, and aspecified wall thickness of 0.625 in. 16 mm or less. Grade Drequires heat treatment.NOTE 1Products manufactured to this specification may not besuitable for those applications such as dynamically loaded elements inwelded structures, etc., where low-tempe

5、rature notch-toughness propertiesmay be important.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. Within the text, theSI units are shown in brackets. The values stated in eachsystem may not be exact equivalents; therefore, each systemshall be us

6、ed independently of the other. Combining valuesfrom the two systems may result in non-conformance with thestandard. The inch-pound units shall apply unless the “M”designation of this specification is specified in the order.1.4 The text of this specification contains notes and foot-notes that provide

7、 explanatory material. Such notes and foot-notes, excluding those in tables and figures, do not contain anymandatory requirements.2. Referenced Documents2.1 ASTM Standards:2A 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 700 Practices for Packaging, Marking, and LoadingMe

8、thods for Steel Products for ShipmentA 751 Test Methods, Practices, and Terminology forChemical Analysis of Steel ProductsA 941 Terminology Relating to Steel, Stainless Steel, Re-lated Alloys, and Ferroalloys2.2 Military Standards:MIL-STD-129 Marking for Shipment and Storage3MIL-STD-163 Steel Mill P

9、roducts, Preparation for Ship-ment and Storage32.3 Federal Standards:Fed. Std. No. 123 Marking for Shipment3Fed. Std. No. 183 Continuous Identification Marking ofIron and Steel Products32.4 AIAG Standard:B-1 Bar Code Symbology Standard43. Terminology3.1 DefinitionsFor definitions of terms used in th

10、is speci-fication, refer to Terminology A 941.4. Ordering Information4.1 Orders for material under this specification shall containinformation concerning as many of the following items as arerequired to describe the desired material adequately:4.1.1 Quantity (feet metres or number of lengths),4.1.2

11、Name of material (cold-formed tubing),4.1.3 Method of manufacture (seamless or welded),4.1.4 Grade (A, B, C, or D),4.1.5 Size (outside diameter and wall thickness for roundtubing, and outside dimensions and wall thickness for squareand rectangular tubing),4.1.6 Copper-containing steel (see Table 1),

12、 if applicable,4.1.7 Length (random, multiple, specific; see 11.3),4.1.8 End condition (see 16.3),4.1.9 Burr removal (see 16.3),4.1.10 Certification (see Section 18),4.1.11 ASTM specification designation and year of issue,4.1.12 End use,1This specification is under the jurisdiction of ASTM Committee

13、 A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.09 on Carbon Steel Tubular Products.Current edition approved Sept. 1, 2007. Published October 2007. Originallyapproved in 1964. Last previous edition approved in 2003 as A 500-03a.2For referenced AST

14、M standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robb

15、ins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.4Available from Automotive Industry Action Group (AIAG), 26200 Lahser Rd.,Suite 200, Southfield, MI 48033, http:/www.aiag.org.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO

16、Box C700, West Conshohocken, PA 19428-2959, United States.4.1.13 Special requirements, and4.1.14 Bar coding (see 19.3).5. Process5.1 The steel shall be made by one or more of the followingprocesses: open-hearth, basic-oxygen, or electric-furnace.5.2 When steels of different grades are sequentially s

17、trandcast, the steel producer shall identify the resultant transitionmaterial and remove it using an established procedure thatpositively separates the grades.6. Manufacture6.1 The tubing shall be made by a seamless or weldingprocess.6.2 Welded tubing shall be made from flat-rolled steel bythe elect

18、ric-resistance-welding process. The longitudinal buttjoint of welded tubing shall be welded across its thickness insuch a manner that the structural design strength of the tubingsection is assured.NOTE 2Welded tubing is normally furnished without removal of theinside flash.6.3 Except as required by

19、6.4, it shall be permissible for thetubing to be stress relieved or annealed.6.4 Grade D tubing shall be heat treated at a temperature ofat least 1100 F 590 C for one hour per inch 25 mm ofthickness.7. Heat Analysis7.1 Each heat analysis shall conform to the requirementsspecified in Table 1 for heat

20、 analysis.8. Product Analysis8.1 The tubing shall be capable of conforming to therequirements specified in Table 1 for product analysis.8.2 If product analyses are made, they shall be made usingtest specimens taken from two lengths of tubing from each lotof 500 lengths, or fraction thereof, or two p

21、ieces of flat-rolledstock from each lot of a corresponding quantity of flat-rolledstock. Methods and practices relating to chemical analysis shallbe in accordance with Test Methods, Practices, and Terminol-ogy A 751. Such product analyses shall conform to therequirements specified in Table 1 for pro

22、duct analysis.8.3 If both product analyses representing a lot fail toconform to the specified requirements, the lot shall be rejected.8.4 If only one product analysis representing a lot fails toconform to the specified requirements, product analyses shallbe made using two additional test specimens t

23、aken from the lot.Both additional product analyses shall conform to the specifiedrequirements or the lot shall be rejected.9. Tensile Requirements9.1 The material, as represented by the test specimen, shallconform to the requirements as to tensile properties prescribedin Table 2.10. Flattening Test1

24、0.1 The flattening test shall be made on round structuraltubing. A flattening test is not required for shaped structuraltubing.10.2 For welded round structural tubing, a test specimen atleast 4 in. 100 mm in length shall be flattened cold betweenparallel plates in three steps, with the weld located

25、90 from theline of direction of force. During the first step, which is a testfor ductility of the weld, no cracks or breaks on the inside oroutside surfaces of the test specimen shall be present until thedistance between the plates is less than two-thirds of thespecified outside diameter of the tubi

26、ng. For the second step,no cracks or breaks on the inside or outside parent metalsurfaces of the test specimen, except as provided for in 10.5,shall be present until the distance between the plates is lessthan one-half of the specified outside diameter of the tubing.During the third step, which is a

27、 test for soundness, theflattening shall be continued until the test specimen breaks orthe opposite walls of the test specimen meet. Evidence ofTABLE 1 Chemical RequirementsElementComposition, %Grades A, B, andDGrade CHeatAnalysisProductAnalysisHeatAnalysisProductAnalysisCarbon, maxA0.26 0.30 0.23 0

28、.27Manganese, maxA1.35 1.40 1.35 1.40Phosphorus, max 0.035 0.045 0.035 0.045Sulfur, max 0.035 0.045 0.035 0.045Copper, minB0.20 0.18 0.20 0.18AFor each reduction of 0.01 percentage point below the specified maximum forcarbon, an increase of 0.06 percentage point above the specified maximum formangan

29、ese is permitted, up to a maximum of 1.50 % by heat analysis and 1.60 %by product analysis.BIf copper-containing steel is specified in the purchase order.TABLE 2 Tensile RequirementsRound Structural TubingGrade A Grade B Grade C Grade DTensile strength, min, psi MPa 45 000 58 000 62 000 58 000310 40

30、0 425 400Yield strength, min, psi MPa 33 000 42 000 46 000 36 000230 290 315 250Elongation in 2 in. 50 mm, 25A23B21C23Bmin, %DShaped Structural TubingGrade A Grade B Grade C Grade DTensile strength, min, psi MPa 45 000 58 000 62 000 58 000310 400 425 400Yield strength, min, psi MPa 39 000 46 000 50

31、000 36 000270 315 345 250Elongation in 2 in. 50 mm, 25A23B21C23Bmin, %DAApplies to specified wall thicknesses (t ) equal to or greater than 0.120 in. 3.05mm. For lighter specified wall thicknesses, the minimum elongation values shallbe calculated by the formula: percent elongation in 2 in. 50 mm = 5

32、6t + 17.5,rounded to the nearest percent.BApplies to specified wall thicknesses (t ) equal to or greater than 0.180 in. 4.57mm. For lighter specified wall thicknesses, the minimum elongation values shallbe calculated by the formula: percent elongation in 2 in. 50 mm = 61t + 12,rounded to the nearest

33、 percent.CApplies to specified wall thicknesses (t ) equal to or greater than 0.120 in. 3.05mm. For lighter specified wall thicknesses, the minimum elongation values shallbe by agreement with the manufacturer.DThe minimum elongation values specified apply only to tests performed priorto shipment of

34、the tubing.A 500/A 500M 072laminated or unsound material or of incomplete weld that isrevealed during the entire flattening test shall be cause forrejection.10.3 For seamless round structural tubing 238 in. 60 mmspecified outside diameter and larger, a specimen not less than212 in. 65 mm in length s

35、hall be flattened cold betweenparallel plates in two steps. During the first step, which is a testfor ductility, no cracks or breaks on the inside or outsidesurfaces, except as provided for in 10.5, shall occur until thedistance between the plates is less than the value of “H”calculated by the follo

36、wing equation:H 5 1 1 e!t/e 1 t/D!(1)where:H = distance between flattening plates, in. mm,e = deformation per unit length (constant for a given gradeof steel, 0.09 for Grade A, 0.07 for Grade B, and 0.06for Grade C),t = specified wall thickness of tubing, in. mm, andD = specified outside diameter of

37、 tubing, in. mm.During the second step, which is a test for soundness, theflattening shall be continued until the specimen breaks or theopposite walls of the specimen meet. Evidence of laminated orunsound material that is revealed during the entire flatteningtest shall be cause for rejection.10.4 Su

38、rface imperfections not found in the test specimenbefore flattening, but revealed during the first step of theflattening test, shall be judged in accordance with Section 15.10.5 When low D-to-t ratio tubulars are tested, because thestrain imposed due to geometry is unreasonably high on theinside sur

39、face at the 6 and 12 oclock locations, cracks at theselocations shall not be cause for rejection if the D-to-t ratio isless than 10.11. Permissible Variations in Dimensions11.1 Outside Dimensions:11.1.1 Round Structural TubingThe outside diametershall not vary more than 60.5 %, rounded to the neares

40、t 0.005in. 0.1 mm, from the specified outside diameter for specifiedoutside diameters 1.900 in. 48 mm and smaller, and6 0.75 %, rounded to the nearest 0.005 in. 0.1 mm, from thespecified outside diameter for specified outside diameters 2.00in. 5 cm and larger. The outside diameter measurements shall

41、be made at positions at least 2 in. 5 cm from the ends of thetubing.11.1.2 Square and Rectangular Structural TubingTheoutside dimensions, measured across the flats at positions atleast 2 in. 5 cm from the ends of the tubing, shall not varyfrom the specified outside dimensions by more than theapplica

42、ble amount given in Table 3, which includes an allow-ance for convexity or concavity.11.2 Wall ThicknessThe minimum wall thickness at anypoint of measurement on the tubing shall be not more than10 % less than the specified wall thickness. The maximum wallthickness, excluding the weld seam of welded

43、tubing, shall benot more than 10 % greater than the specified wall thickness.For square and rectangular tubing, the wall thickness require-ments shall apply only to the centers of the flats.11.3 LengthStructural tubing is normally produced inrandom lengths 5 ft 1.5 m and over, in multiple lengths, a

44、ndin specific lengths. Refer to Section 4. When specific lengthsare ordered, the length tolerance shall be in accordance withTable 4.11.4 StraightnessThe permissible variation for straight-ness of structural tubing shall be18 in. times the number offeet 10 mm times the number of metres of total leng

45、th dividedby 5.11.5 Squareness of SidesFor square and rectangular struc-tural tubing, adjacent sides shall be square (90), with apermissible variation of 62 max.11.6 Radius of CornersFor square and rectangular struc-tural tubing, the radius of each outside corner of the sectionshall not exceed three

46、 times the specified wall thickness.11.7 TwistFor square and rectangular structural tubing,the permissible variations in twist shall be as given in Table 5.Twist shall be determined by holding one end of the tubingdown on a flat surface plate, measuring the height that eachcorner on the bottom side

47、of the tubing extends above thesurface plate near the opposite ends of the tubing, andcalculating the twist (the difference in heights of such corners),except that for heavier sections it shall be permissible to use asuitable measuring device to determine twist. Twist measure-ments shall not be take

48、n within 2 in. 5 cm of the ends of thetubing.12. Special Shape Structural Tubing12.1 The availability, dimensions, and tolerances of specialshape structural tubing shall be subject to inquiry and negotia-tion with the manufacturer.TABLE 3 Permissible Variations in Outside Flat Dimensions forSquare a

49、nd Rectangular Structural TubingSpecified Outside Large Flat Dimension,in. mmPermissible VariationsOver and Under SpecifiedOutside Flat Dimensions,Ain. mm212 65 or under 0.020 0.5Over 212 to 312 65 to 90, incl 0.025 0.6Over 312 to 512 90 to 140, incl 0.030 0.8Over 512 140 0.01 times large flatdimensionAThe permissible variations include allowances for convexity and concavity. Forrectangular tubing having a ratio of outside large to small flat dime