ASTM C645-2009a Standard Specification for Nonstructural Steel Framing Members《非结构钢框架构件的标准规范》.pdf

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1、Designation: C 645 09aStandard Specification forNonstructural Steel Framing Members1This standard is issued under the fixed designation C 645; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in p

2、arentheses indicates the year of last reapproval. Asuperscript 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. Scope*1.1 This specification covers nonstructural steel framingmembers in

3、interior construction assemblies.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 The following safety hazards caveat pertains onl

4、y to thetest methods portion, Sections 9 and 10, of this specification:This standard does not purport to address all of the safetyconcerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety andhealth practices and determine the appl

5、icability of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A653/A653M Specification for Steel Sheet, Zinc-Coated(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed)by the Hot-Dip ProcessA1003/A1003M Specification for Steel Sheet, Carbon,Metallic- and Nonmetallic-Coat

6、ed for Cold-Formed Fram-ing MembersC11 Terminology Relating to Gypsum and Related BuildingMaterials and SystemsC475/C475M Specification for Joint Compound and JointTape for Finishing Gypsum BoardC1396/C1396M Specification for Gypsum BoardC754 Specification for Installation of Steel Framing Mem-bers

7、to Receive Screw-Attached Gypsum Panel ProductsC1002 Specification for Steel Self-Piercing Tapping Screwsfor the Application of Gypsum Panel Products or MetalPlaster Bases to Wood Studs or Steel Studs2.2 AISI Standard:S100 North American Specification for the Design of Cold-Formed Steel Structural M

8、embers, 2007 edition3AISI COSP Code of Standard Practice for Cold-FormedSteel Structural Framing Committee on Framing Stan-dards, 2005 Edition32.3 ICC-ES Document4ICC-ES-AC86 Acceptance Criteria for Steel Studs andGypsum-Board Interior Nonload-Bearing WallsComplete ConstructionAC86Approved July 1995

9、(Editorially revised September 2005) (Formerly ICBOAC86 dated July 1995)3. Terminology3.1 DefinitionsDefinitions shall be in accordance withTerminology C11.3.2 Definitions of Terms Specific to This Standard:3.2.1 members, nin screw application of gypsum board,studs, runners (track), hat furring chan

10、nels, main beams andcross furring members of grid suspension systems or otheritems manufactured in accordance with this specification.3.2.2 nonstructural wall stud, na member in a steelframed wall system which is limited to a lateral (transverse)load of not more than 10 lb/ft2(480 Pa), a superimpose

11、dvertical load, exclusive of sheathing materials, of not more than100 lbf/ft (1460 N/m), or a superimposed vertical load of notmore than 200 lbs (890 N).4. Materials and Manufacture4.1 Members shall be manufactured from steel meeting therequirements of Specification A1003/A1003M.1This specification

12、is under the jurisdiction of ASTM Committee C11 onGypsum and Related Building Materials and Systems and is the direct responsibilityof Subcommittee C11.02 on Specifications and Test Methods for Accessories andRelated Products.Current edition approved Nov. 15, 2009. Published December 2009. Originall

13、yapproved in 1970. Last previous edition approved in 2009 as C 645 09.2For referenced ASTM 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

14、 website.3Available from American Iron and Steel Institute (AISI), 1140 ConnecticutAve., NW, Suite 705, Washington, DC 20036, http:/www.steel.org.4Available from ICC Evaluation Services, Inc., 5360 Workman Mill Road,Whittier, CA 90601, www.icc-es.org.1*A Summary of Changes section appears at the end

15、 of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.2 Members shall have a protective coating conforming toSpecification A653/A653M G 40 minimum or shall have aprotective coating with an equivalent corrosion resistance

16、.4.3 Members shall be manufactured from steel having aminimum thickness, individual measurement of 0.0179 in.(0.455 mm) before application of protective coating.5. Dimensions and Permissible Variations5.1 Studs and rigid furring channels shall have a configu-ration and steel thickness such that the

17、system in which theyare used will carry the design transverse loads without exceed-ing either the allowable stress of the steel or the allowabledesign deflection. Main beams and cross furring of gridsuspension systems shall be limited to a deflection of L/240.The manufacturer shall supply sufficient

18、 data for calculatingdesign performance.NOTE 1Allowable deflection varies depending on the cladding usedand architectural requirements. Detailed requirements shall be specified inapplication specifications.5.1.1 Members, except main beams of grid suspensionsystems, shall be sufficiently rigid to per

19、mit penetration of thescrew.5.1.2 Minimum width of face to which gypsum board isscrew-attached shall be not less than 114 in. (32 mm).5.1.3 Minimum lip dimension shall be316 in. (5 mm). SeeFig. 1.5.2 Members shall be manufactured within the limits asshown in Table 1 and Fig. 2.5.3 Rigid Furring Chan

20、nelsMinimum depth shall be78in. (22 mm). Minimum width of furring attachment flanges (seeFig. 3) shall be12 in. (12.7 mm).5.4 Grid suspension systems include main beams and crossfurring members which mechanically interlock to form amodular supporting network. Length tolerance for grid suspen-sion me

21、mbers shall be 6116 in. (1.59 mm).5.5 Runners (track) shall be formed in a U-shaped configu-ration, having web depth compatible with those of the studs ofthe same nominal size. The runners (track) shall be designedsuch that when the studs are placed in both the top and bottomFIG. 1 Minimum Drywall S

22、tud Cross SectionC 645 09a2runners (track), they are held by friction. Minimum height offlanges shall be 1 in. (25 mm).6. Edges6.1 Members shall be manufactured in such a fashion as tominimize burrs and sharp edges.7. Cutouts7.1 Cutouts shall not reduce the performance of the mem-bers in the gypsum

23、board construction assembly below thespecified performance requirements.8. Sectional Properties8.1 The sectional properties of members shall be computedin accordance with AISI S100 (See Tables 2 and 3 and Figs. 1and 3).9. Performance Requirements9.1 PenetrationWhen tested in accordance with Section1

24、0, members shall be capable of pulling the head of the screwbelow the surface of the gypsum board in less than 2 s withoutspin out.9.2 Members that can show certified third party testing inaccordance with ICC-ES-AC86 (Approved July 1995Editorially Revised September 2005) and conform to thelimiting h

25、eight tables in Specification C754 need not meet theminimum thickness limitation set forth in 4.3 or the minimumsection properties set forth in 8.1.10. Penetration Test10.1 Significance and UseThis test method provides aprocedure for evaluating the members ability to pull the headof a screw below th

26、e surface of gypsum wallboard. It shall beused to determine compliance with this specification. Thedegree of performance of this test method with service perfor-mance has not been determined.10.2 Apparatus shall satisfy the following:10.2.1 Power-Driven Drill Screw Gun, capable of 4000 rpm(free spin

27、dle speed) with a depth-sensitive nose piece, suppliedwith a screw driving bit to fit the screw used in the test.10.2.2 Stop Watch, capable of being read to the nearest 0.1s.10.3 Materials shall satisfy the following:10.3.1 Gypsum WallboardSpecification C1396/C1396M,Type X,58 in. (16 mm) thick.10.3.

28、2 ScrewsSpecification C1002, Type S, minimum 1in. (25.4 mm) long.10.3.3 Paper Joint TapeSpecification C475/C475M.10.4 SamplingOne member shall be selected from eachbundle or package but not more than ten from any oneshipment for testing.10.5 Specimen Preparation:10.5.1 Each member to be tested shall

29、 be cut into testspecimens not less than 18 in. (460 mm) long.10.5.2 For each test, one piece of gypsum wallboard, 6 in.(150 mm) square, shall be cut from not less than 12 in. (300mm) from the edge or end of the gypsum wallboard.10.5.3 For each test, four pieces of paper joint tape, 2 in. (50mm) squ

30、are shall be cut.10.6 Procedure10.6.1 Assemble the member, gypsum wallboard and paperjoint tape on a rigid, flat surface. (See Fig. 4 for studs, Fig. 5for furring channels.)10.6.2 Prior to performing the test, drive several screwswithout the paper joint tape to set the depth of the nose pieceon the

31、screw gun, allowing the screws to be driven below thesurface of the wallboard without breaking the gypsum wall-board face paper.10.6.3 Drive the screw through the paper joint tape, usingthe screw gun, while applying a force (dead weight and appliedforce) of 30 lbf (112.2 N). Drive the screw until th

32、e nosepieceof the screw gun has either stopped and seated the screw or thescrew spins out. Record if the screw has spun out and if itexceeds2stoseat the screw in the gypsum wallboard.10.7 Number of Tests and Retests:10.7.1 A sample consisting of five specimens of membersshall be tested.10.7.2 If not

33、 more than one of the test specimens fails tomeet the requirements, the sample has met the requirements.10.7.3 If two of the five test specimens fail to meet therequirements, two additional test specimens shall be chosen forretesting. If either of the two additional test specimens fail, thesample ha

34、s failed to meet the requirements of this test.10.8 ReportReport shall indicate the total number ofspecimens tested and the number of specimens meeting therequirements of this specification.10.9 Precision and BiasNo statement is made about eitherthe precision or bias of this test method since the re

35、sult merelystates whether or not there is conformance to the criteria forsuccess specified in the procedure.11. Inspection11.1 Inspection of the members shall be agreed uponbetween the purchaser and the producer or supplier as part ofthe purchase agreement.TABLE 1 Manufacturing TolerancesDimensionAI

36、tem CheckedDrywall Studs,in. (mm)Drywall Track,in. (mm)A length +18 (3.18)14 (6.35)+ 1 (25.40)14 (6.35)BBweb width +132 (0.79)132 (0.79)+18 (3.18)0(0)C flare +116 (1.59) + 0 (0)overbend 116 (1.59) 316 (4.76)D hole centerwidth+18 (3.18)18 (3.18)NAE hole centerlength+14 (6.35)14 (6.35)NAF crown +18 (3

37、.18)18 (3.18)+18 (3.18)18 (3.18)G camber132 per ft (0.79)12 max (12.7)132 per ft (0.79)12 max (12.7)H bow132 per ft (0.79)12 max (12.7)132 per ft (0.79)12 max (12.7)I twist132 per ft (0.79)12 max (12.7)132 per ft (0.79)12 max (12.7)AAll measurements shall be taken not less than 1 ft (305 mm) from th

38、e end.BOutside dimension for stud; inside for track.C 645 09a312. Rejection12.1 When specified in the purchase agreement, membersthat fail to conform to the requirements of the specificationshall be rejected. Rejection shall be reported to the producer orsupplier promptly and in writing. The notice

39、of rejection shallcontain a statement documenting how the member has failed toconform to the requirements of this specification and thepurchase agreement.13. Certification13.1 When specified in the purchase agreement, a produc-ers or suppliers report shall be furnished at the time ofshipment certify

40、ing that the product is in compliance with thisspecification.14. Marking and Identification14.1 Groups of like members shall be marked with a label,or a tag attached thereto. Marking shall include the rollformersidentification (name, logo, or initials), length, quantity androllformers member designa

41、tor including member depth,flange size, and minimum steel thickness in mils or inches,exclusive of protective coating.14.2 In addition to the marking referenced in 14.1, indi-vidual members shall have a legible label, stencil, or emboss-ment, at a maximum distance of 96 in. (2440 mm) on center, onth

42、e member, with the following minimum information:14.2.1 The rollformers identification (that is, name, logo orinitials).14.2.2 The minimum steel thickness, in mils or inches,exclusive of protective coating.FIG. 2 Manufacturing TolerancesFIG. 3 Hat Furring Channel Cross SectionC 645 09a414.2.3 The mi

43、nimum yield strength in ksi (MPa) if otherthan 33 ksi (230 MPa).14.2.4 The minimum protective coating weight, G-XX, ifother than as specified in Section 4.15. Protection15.1 Material shall be protected during shipment as re-quired. When specified in the purchase order, the membersshall be packaged i

44、n accordance with the purchasers instruc-tions.15.2 Material shall be received and stored in accordancewith AISI COSP, paragraph F3.16. Keywords16.1 furring channels; grid suspension systems; gypsumboard; runners; screws; section properties; spinout; studsTABLE 2 Minimum Section Properties for Vario

45、us StudsSectionDesignatorAStudDepthDesignThicknessMinimum Base MetalThicknessBGross AreaCEffective PropertiesC,DIxEMn/VFin. (mm) in. (mm) in. (mm) in2(mm2)in4(1000 mm4) (in-k) (N-m)162S125-18 1.625 41 0.0188 0.478 0.0179 0.454 0.080 52 0.034 14 0.61 69162S125-30 1.625 41 0.0312 0.792 0.0296 0.752 0.

46、132 85 0.060 25 1.19 134162S125-33 1.625 41 0.0346 0.879 0.0329 0.835 0.145 94 0.066 27 1.37 155250S125-18 2.500 64 0.0188 0.478 0.0179 0.454 0.097 63 0.910 38 1.03 116250S125-30 2.500 64 0.0312 0.792 0.0296 0.752 0.159 102 0.159 66 2.09 236250S125-33 2.500 64 0.0346 0.879 0.0329 0.835 0.176 114 0.1

47、75 73 2.40 272350S125-18 3.500 89 0.0188 0.478 0.0179 0.454 0.115 74 0.203 84 1.42 161350S125-30 3.500 89 0.0312 0.792 0.0296 0.752 0.190 123 0.346 144 2.96 335350S125-33 3.500 89 0.0346 0.879 0.0329 0.835 0.210 135 0.382 159 3.45 390362S125-18 3.625 92 0.0188 0.478 0.0179 0.454 0.118 76 0.221 92 1.

48、48 167362S125-30 3.625 92 0.0312 0.792 0.0296 0.752 0.194 125 0.376 157 3.08 348362S125-33 3.625 92 0.0346 0.879 0.0329 0.835 0.215 138 0.415 173 3.59 406400S125-18G4.000 102 0.0188 0.478 0.0179 0.454 0.125 81 0.281 117 1.64 185400S125-30 4.000 102 0.0312 0.792 0.0296 0.752 0.206 133 0.474 197 3.44

49、388400S125-33 4.000 102 0.0346 0.879 0.0329 0.835 0.228 147 0.524 218 4.01 453600S125-30 6.000 152 0.0312 0.792 0.0296 0.752 0.268 173 1.223 513 5.39 609600S125-33 6.000 152 0.0346 0.879 0.0329 0.835 0.297 192 1.378 574 6.32 714AThe section designator defines the cold-formed steel framing member dimensions.Example: 350S125-18350 designates the member web depth in 100ths of an inch, 350 = 3.50 in. (88.9 mm)S designates the type of member, S = Stud125 designates the member flange width in 100ths of an inch, 1