ASTM C955-2018e1 Standard Specification for Cold-Formed Steel Structural Framing Members.pdf

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1、Designation: C955 181Standard Specification forCold-Formed Steel Structural Framing Members1This standard is issued under the fixed designation C955; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A numb

2、er in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTETable 1 was removed editorially in August 2018.1. Scope*1.1 This specification covers cold-formed steel structuralframing members (with a base ste

3、el thickness of not less than0.0329 in. (0.836 mm) in load-bearing (transverse and axial)construction assemblies. Steel of lesser thickness shall bepermitted in additional engineered products.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are

4、 mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of Inter

5、national Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.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 Proces

6、sA792/A792M Specification for Steel Sheet, 55 %Aluminum-Zinc Alloy-Coated by the Hot-Dip ProcessA875/A875M Specification for Steel Sheet, Zinc-5 % Alu-minum Alloy-Coated by the Hot-Dip ProcessA1003/A1003M Specification for Steel Sheet, Carbon,Metallic- and Nonmetallic-Coated for Cold-FormedFraming M

7、embersC11 Terminology Relating to Gypsum and Related BuildingMaterials and Systems2.2 AISI Standard:3S100 North American Specification for the Design of Cold-Formed Steel Structural MembersS240 North American Standard for Cold-Formed SteelStructural Framing2015 Edition3. Terminology3.1 Definitions:3

8、.1.1 Definitions shall be in accordance with TerminologyC11.3.2 Definitions of Terms Specific to This Standard:3.2.1 members, nstuds, runners, tracks, bracing, bridging,accessories, or other items manufactured in accordance withthis specification.3.2.2 structural member, na member in a steel frameds

9、ystem in which the loading exceeds any of the followingconditions: a transverse load of 20 lbf/ft (290 N/m) of memberlength, or an axial load, exclusive of sheathing, of 200 lbf(890 N) per member.4. Materials and Manufacture4.1 Members shall be manufactured from steel meeting therequirements of Spec

10、ification A1003/A1003M.4.2 The minimum steel thickness (base steel) shall be notless than 0.0329 in. (0.84 mm).4.3 Individual measurements before the application of pro-tective coating shall be not less than 95 % of the specifieddesign thickness.4.4 Members shall comply with the corrosion protection

11、requirements as listed in AISI S240, Section A4.4.5 Edges of members shall be manufactured to minimizeburrs and sharp edges.4.6 Factory punch-outs, when provided, shall be locatedalong the centerline of the webs of members and shall havecenter-to-center spacing of not less than 24 in. (610 mm). Webp

12、unch-outs maximum width shall be the lesser of 0.5 times themember depth, d, or 212 in. (64 mm). Web punch-out length1This specification is under the jurisdiction of ASTM Committee C11 onGypsum and Related Building Materials and Systems and is the direct responsibilityof Subcommittee C11.02 on Speci

13、fications and Test Methods for Accessories andRelated Products.Current edition approved June 1, 2018. Published June 2018. Originallyapproved in 1981. Last previous edition approved in 2017 as C955 17. DOI:10.1520/C0955-18E01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orco

14、ntact 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 American Iron and Steel Institute (AISI), 1140 ConnecticutAve., NW, Suite 705, Washington, DC 20036, http:/www.steel.or

15、g.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization es

16、tablished in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1shall not exceed 412 in. (114 mm). Minimum distance betweenthe end of the member and the near edge of

17、the web punch-outshall be 10 in. (254 mm). The size of the factory punch-outsshall not exceed the size used in design and the center-to-centerspacing shall not be less than that used in design.4.7 The properties and strength of members shall be com-puted in accordance with the AISI S100.5. Dimension

18、s and Permissible Variations5.1 Data for calculating design performance shall be sup-plied by the manufacturer.5.2 The width of the surface to which the sheathing board isattached shall be not less than 114 in. (32 mm).5.3 Runners (track) shall be formed in a U-shapedconfiguration, having a depth co

19、mpatible with that of the studsof the same nominal size.5.4 Minimum height of runner (track) flanges shall be114 in. (32 mm).5.5 Members shall comply with the manufacturing toler-ances as listed in AISI S240, Section A5.4.5.6 Bracing and bridging shall have configuration and steelthickness to provid

20、e secondary support for the studs in accor-dance with the AISI S100.6. Workmanship, Finish, and Appearance6.1 The steel members shall be free of defects that interferewith the purpose for which they are intended.7. Inspection7.1 Inspection of the members shall be agreed upon betweenthe purchaser and

21、 the producer or supplier as part of thepurchase agreement.8. Rejection8.1 When specified in the purchase agreement, membersthat fail to conform to the requirements of this specificationshall be rejected. Rejection shall be reported to the producer orsupplier promptly and in writing. The notice of r

22、ejection shallcontain a statement documenting how the member has failed toconform to the requirements of this specification and thepurchase agreement.9. Certification9.1 When specified in the purchase agreement, a producersor suppliers report shall be furnished at the time of shipmentcertifying that

23、 the product is in compliance with this specifi-cation.10. Marking and Identification10.1 See AISI S240, Section A5.5Product Identification.11. Protection11.1 Material shall be protected during shipment as re-quired. When specified in the purchase order, the membersshall be packaged in accordance wi

24、th the purchasers instruc-tions.11.2 When materials are stored outside, they shall bestacked off the ground and be properly supported on a levelsurface.12. Keywords12.1 runners; screws; section properties; studs; thicknessSUMMARY OF CHANGESCommittee C11 has identified the location of selected change

25、s to this standard since the last issue (C955 17)that may impact the use of this standard. (Approved June 1, 2018.)(1) Revised 4.4 to reference AISI S240, Section A4.(2) Revised 5.5 to reference AISI 240, Section A5.4.(3) Removed previous Table 2 and Fig. 1.Committee C11 has identified the location

26、of selected changes to this standard since the last issue(C955 151) that may impact the use of this standard. (Approved June 1, 2017.)(1) Revised title.(2) Revised Scope, Subsection 1.1.(3) Revised Section 10.1 to change reference from AISI S200,Section A5 to AISI S240, Section A5.5.(4) Revised Refe

27、renced Documents to delete AISI S200 andadd AISI AS240.C955 1812ASTM 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 suc

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