ASTM D7672-2011e1 8750 Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies《框板产品及其组件结构能力评估的标准规格》.pdf

《ASTM D7672-2011e1 8750 Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies《框板产品及其组件结构能力评估的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM D7672-2011e1 8750 Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies《框板产品及其组件结构能力评估的标准规格》.pdf（17页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D7672 111Standard Specification forEvaluating Structural Capacities of Rim Board Products andAssemblies1This standard is issued under the fixed designation D7672; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the yea

2、r of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTEFootnote 1 was editorially updated in September 2011.INTRODUCTIONRim board assemblies are an engineered component within

3、 light-frame wood platform construction.Rim board assemblies may serve in multiple structural capacities, including: providing floor closureand diaphragm attachment, transferring vertical and in-plane lateral loads, restricting out-of-planerotation and lateral translation at the ends of the floor jo

4、ists, providing deck ledger attachment, andspanning wall openings as a header material. Rim board products, which serve a principal role as acomponent integrated within a rim board assembly, can vary by wood species, size, shape, and type.Rim board products and assemblies require evaluation of their

5、 mechanical properties, physicalproperties, and their response to end use environments. Procedures established in this Specificationprovide a means to test rim board products and assemblies, to judge their acceptability, and to establishallowable design capacities.1. Scope1.1 This specification prov

6、ides procedures for testing andestablishing the structural capacities of proprietary rim boardproducts and assemblies for use in light-frame wood construc-tion using I-joist or structural composite lumber joist framing.It does not apply to rim board products manufactured to acommodity rim board stan

7、dard.1.2 This specification was developed in light of currentlymanufactured panel, structural composite lumber, and pre-fabricated I-joist rim board products as defined in 3.2. Mate-rials that do not conform to the definitions of 3.2 are beyondthe scope of this specification.1.3 Fire safety, sound t

8、ransmission, building envelope per-formance, and cutting/notching attributes of rim board prod-ucts and assemblies are all items that may need to beconsidered in an end-use application. These items fall outsidethe scope of this specification.1.4 This specification primarily considers end use in drys

9、ervice conditions, such as most protected framing members,where the equilibrium moisture content for solid-sawn lumberis less than 16 %.1.5 This specification provides methods to establish “allow-able stress” design resistances for use with the National DesignSpecification for Wood Construction (NDS

10、). Derivation ofdesign resistances from the test data in accordance with “loadand resistance factor design” or “limit states design” arebeyond the scope of this specification.1.6 Quality control requirements are outside the scope ofthis Specification.1.7 The performance of a rim board product will b

11、e affectedby the constituent wood species, geometry, adhesive, andproduction parameters. Therefore, rim board products pro-duced by each individual manufacturer shall be evaluated todetermine their product properties, regardless of the similarityin characteristics to products produced by other manuf

12、acturers.1.8 Where a manufacturer produces product in more thanone facility, each production facility shall be evaluated inde-pendently. For additional production facilities, any revisions tothe full qualification program in accordance with this specifi-cation shall be approved by an accredited, ind

13、ependent quali-fying agency.1.9 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.1This specification is under the jurisdiction of ASTM Com

14、mittee D07 on Woodand is the direct responsibility of Subcommittee D07.05 on Wood Assemblies.Current edition approved Aug. 1, 2011. Published September 2011. DOI:10.1520/D767211E01.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.1.10

15、 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Docu

16、ments2.1 ASTM Standards:2D9 Terminology Relating to Wood and Wood-Based Prod-uctsD198 Test Methods of Static Tests of Lumber in StructuralSizesD1037 Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel MaterialsD2395 Test Methods for Specific Gravity of Wood andWood-Based Mat

17、erialsD2915 Practice for Sampling and Data-Analysis for Struc-tural Wood and Wood-Based ProductsD4442 Test Methods for Direct Moisture Content Measure-ment of Wood and Wood-Base MaterialsD4761 Test Methods for Mechanical Properties of Lumberand Wood-Base Structural MaterialD5055 Specification for Es

18、tablishing and Monitoring Struc-tural Capacities of Prefabricated Wood I-JoistsD5456 Specification for Evaluation of Structural CompositeLumber ProductsD7033 Practice for Establishing Design Capacities for Ori-ented Strand Board (OSB) Wood-Based Structural-UsePanelsF1667 Specification for Driven Fas

19、teners: Nails, Spikes,and Staples2.2 Other Standards:NDS ANSI/AF(2) attachment of the rim board to wall plates above and below;(3) attachment of the rim board to the joist ends; (4) attachmentof exterior wall siding to the rim board; and (5) attachment ofany required hardware to the face. While it i

20、s permissible todevelop most of these capacities based upon the materialproperties established in 4.4 and the relevant design provisionsof the NDS, the in-plane lateral load capacity of the rimassembly shall be empirically established as outlined in thisSpecification. If the rim board assembly with

21、a rectangularwood-based rim board is to be additionally qualified to supportan exterior deck ledger, then deck ledger fastener attachmentsmust also be developed. The procedure outlined in thisSpecification can be used for the qualification of deck ledgerattachments. Alternative deck ledger attachmen

22、t qualificationprocedures may be used in lieu of those contained within thisspecification provided that they consider all potential failuremodes, including deck ledger splitting perpendicular-to-grain.4.4 Product Specific Requirements:4.4.1 I-joist Rim Board ProductsI-joist rim board prod-ucts must

23、be qualified as an I-joist framing material inaccordance with Specification D5055, have a minimum flangewidth of 1.5 in. (38 mm), and a minimum manufactured lengthof 8 ft. (2.4 m). I-joists with sawn lumber flanges shall haveestablished fastener capacities into the face and edge thatcomply with the

24、provisions of the NDS. I-joists with structuralcomposite lumber flanges shall have fastener capacities estab-lished in accordance with Specification D5456. Deck ledgerattachments to I-joist rim board products fall outside the scopeof this specification.4.4.2 Rectangular Wood-Based Rim BoardsRectangu

25、larwood-based rim board products shall have a minimum thick-ness of 1.0 in. (25 mm) and a minimum manufactured length of8 ft. (2.4 m). Additionally, they shall satisfy the following.4.4.2.1 Structural Composite LumberStructural compos-ite lumber rim board products shall be made from a materialqualif

26、ied in accordance with Specification D5456. The axialtension and compression capacities need not be qualified forrim board applications unless the product will be permitted tobe used as a drag strut or diaphragm chord. SCL rim boardproducts shall have fastener capacities into the edge and faceestabl

27、ished in accordance with Specification D5456. Where aSpecification D5456 test method requires minimum specimendimensions that exceed the product thickness, testing the rimboard with its actual thickness shall be permitted.4.4.2.2 Proprietary Plywood and Oriented Strand BoardProprietary plywood and o

28、riented strand board rim boardproducts shall be initially qualified in accordance with PS-1 orPS-2. In addition, when used as a structural header, theedgewise bending performance of proprietary plywood andoriented strand board rim board products shall be evaluated inaccordance with the Specification

29、 D5456 requirements forlaminated veneer lumber or oriented strand lumber, respec-tively. This evaluation shall include, but is not limited to,relevant considerations applicable to edgewise bending, suchas edgewise flexure, shear, and bearing design load establish-ment, duration of load, volume effec

30、ts, moisture content, etc.The axial tension and compression capacities need not bequalified in accordance with Specification D5456 for rim boardapplications unless the product will be used as a drag strut ordiaphragm chord. Where a Specification D5456 specified testFIG. 2 Orientation for Rim BoardD7

31、672 1113method requires minimum specimen dimensions that exceedthe product thickness, testing the rim board with its actualthickness shall be permitted. Proprietary plywood and OSB rimboard products shall have fastener capacities into the edge andface that either comply with published values in the

32、NDS orhave been developed in accordance with Practice D7033.5. Qualification5.1 GeneralThis section describes procedures, both em-pirical and analytical, for initial qualification of the structuralcapacities of rim board products and assemblies. Qualificationis required for typical details of rim bo

33、ard application sincethey are used commonly and influence structural capacities.5.2 Qualification ProcessRim board products shall betested in accordance with Section 6 and evaluated in accor-dance with Section 7. The allowable design values anddurability targets shall comply with the limitations spe

34、cified byTable 1. When deck ledger attachments are qualified forrectangular wood-based rim board products using the proce-dure outlined in this specification, they shall comply with thelimitations specified in Table 2.5.3 SamplingSamples for qualification testing shall berepresentative of the popula

35、tion being evaluated. When amodification to the manufacturing process results in a reduc-tion in properties, new qualification testing is required. Sam-pling of the test material shall be done in accordance with theapplicable portions of Section 3, “Statistical Methodology,” ofPractice D2915.5.4 Wit

36、nessingQualification tests shall be conducted orwitnessed by a qualified agency in accordance with Section 8.All test results are to be certified by an accredited, independentqualifying agency.5.5 Moisture Content and DensityMoisture content shallbe measured and reported for each rim board product s

37、pecimentested in the qualification program in accordance with TestMethods D4442. The moisture content of other assemblycomponents does not need to be determined. As an alternativeto testing a full cross-section, only the moisture content of theflange materials needs to be tested for I-joist rim boar

38、dproducts. Specific gravity shall be measured and reported forrectangular rim board products in accordance with Test Meth-ods D2395. As an alternative, product density may be reportedbased upon the specimen weight divided by the specimenvolume at the tested moisture content.5.6 Test Equipment Tolera

39、ncesTests in accordance withthis specification are to be conducted using a machine orapparatus calibrated in accordance with Practices E4.6. Mechanical Testing6.1 Uniform Vertical Load TransferThe uniform verticalload transfer capability of the rim board assembly is basedupon the X-orientation compr

40、essive capacity of the rim boardillustrated in Fig. 2. As specified in 7.1, the rim board verticalload capacity shall be determined based upon the lower of adirect test or calculation. Section 6.1.2 outlines the test used todirectly establish the capacity. Section 6.1.3 describes testingneeded to es

41、tablish the X-orientation compression strength andstiffness of the material as required to complete the calculation.TABLE 1 Assembly LimitationsMinimumRim BoardThicknessAUniform Vertical LoadTransfer Design Capacity(X direction)Lateral Load TransferDesign Capacity(L direction)MinimumRetainedLateralL

42、oadTransferDurabilityBMaximumAverageThicknessSwellCMinimumDMaximum Minimum MaximumE75 % 10 %1.0 in.(25 mm)2000 plf(29.2 kN/m)360 psi(2.48 N/mm2)x rim board thicknessF180 plf(2.63 kN/m)190 plf(2.77 kN/m)1.125 in.(29 mm)220 plf(3.21 kN/m)1.25 in.(32 mm)and greaterNot LimitedAFor the purposes of this t

43、able, the thickness of I-joist rim board is the flange width.BThe retained lateral load transfer durability is the ratio of the average durability lateral load transfer capacity divided by the dry lateral load transfer capacity as outlinedin 7.5.CThe thickness swell requirements apply only to rectan

44、gular rim board products. The average calculated thickness swell for all specimens from a five-panel sampleoriginally conditioned in accordance with 6.4.2 shall not exceed 10 % and no individual value may be more than 12 %.DLower uniform vertical load capacities are permitted to be qualified when th

45、e product is limited to engineered construction.EFor rim board productions having a thickness between 1 in. (25 mm) and 1.25 in. (32 mm), the allowable capacity shall be interpolated between the following values:1.0 in. (25 mm) 190 plf (2.77 kN/m)1.125 in. (29 mm) 220 plf (3.21 kN/m)1.25 in. (32 mm)

46、 240 plf (3.50 kN/m)The 240 plf (3.50 kN/m) capacity for 1.25-in. thick (32 mm) rim board is added in this category for interpolation purposes only.FThe 360 psi (2.48 N/mm2) stress is based upon the established compression perpendicular-to-grain design capacity of commodity floor sheathing products.

47、 Thequalified compression perpendicular-to-grain capacity of a proprietary floor sheathing is permitted to be used in lieu of this value for specific applications that combine therim board with the proprietary floor sheathing product.D7672 1114Section 6.1.4 describes an alternative weak-axis flatwis

48、e bend-ing test that can be used to determine the X-orientation stiffnessin lieu of an axial measurement.6.1.1 ConditioningThe rim board material tested in 6.1.2,6.1.3, and 6.1.4 shall be conditioned to equilibrium moisturecontent prior to testing under standardized atmospheric condi-tions of 68 6 1

49、1F (20 6 6C) and 65 6 5 % relative humidity.Alternatively, material tested in accordance with 6.1.2 ispermitted to be tested “as received” and without supplementalconditioning provided that the higher load factor of 7.1.1 isused for design load development.6.1.2 Direct Test of Uniform Vertical Load Transfer:6.1.2.1 Sample SizesThe sample sizes shall be sufficientto permit estimation of a population mean with 5 % precisionand 75 % confidence. As shown in Fig. 3, the specimen length(L direction of Fig. 2) shall be a minimum of 12 in. (30 cm).For rectangular rim boar