Establishing Prefabricated Wood I-Joist Composite EI

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1 July 008 Esablishing Prefabricaed Wood I- Composie EI INTRODUCTION Composie (glued/nailed) floors are common in boh residenial and commercial consrucion, and have been successfully designed by Prefabricaed Wood I- (PWIJ) manufacurers for over a decade. This sysem provides advanages o he consumer including increased siffness due o composie acion. This documen provides an analyical procedure for deermining he effecive composie bending siffness of PWIJ's. Shear deflecion mus sill be considered and an increase in shear siffness is no applicable. The esing, analysis, and procedure presened in Reference 1 form he basis of compuing an effecive EI. Tesing o confirm ha his procedure is applicable o PWIJ's is summarized in Reference. Consrucion adhesives meeing ASTM D3498 sandard are uilized. Composie siffness developed using non-astm D3498 adhesives, or a mehod oher han ha presened in Reference 1, is beyond he scope of his documen. Alernae adhesives or mehodologies mus consider he range of condiions evaluaed in Reference 1. METHODOLOGY The analyical procedure was originally developed in Reference 1. Reference 4 uilizes he same mehodology, wih curren srucural panel properies, and provides he basis for he analyical procedure used for PWIJ's. The use of consrucion adhesives meeing ASTM D3498 sandard is assumed. The equaion for effecive composie bending siffness (EI Effecive ) is based on he non-composie EI of he jois (EI ), he fully composie EI of he jois and srucural panel (EI Composie ) and a consrucion facor (C). The formula is as follows: EI Effecive C EI 1 C Composie EI is deermined per ASTM D5055 and maches curren code accepances. The consrucion facor "C" is se o 0.45 o mach Reference 1 for unglued panel edges. Noe: A consrucion facor of 0.90, in residenial consrucion, is inappropriae as i is difficul o assure he ongue and groove edges are in fac glued. Addiionally, he experience o dae wih I- joiss has been based on a consrucion facor approximaely equal o EI Page 1 of 5

2 Esablishing Prefabricaed Wood I- Composie EI July 008 The fully composie bending siffness (EI Composie ) is compued per Reference 4. properies are seleced from Reference 3 and he ribuary widh is based on jois spacing. Noe: Effecive composie EI is direcly influenced by he srucural panel ribuary widh. Effecive EI's should be calculaed for each jois spacing or he effecive EI should be based on he minimum spacing. See Appendix A for more informaion on reference panel properies. flange axial siffness (EA Flange ) is based on he gross area and he apparen or published MOE of he flange. web EA is deermined consisen wih mehodology used o esablish he jois EI. Noe: A conservaive alernaive for esablishing jois web EA is o use panel properies from Appendix A and Reference 3. These properies are minimum performance sandards and may no be applicable o seleced suppliers. EXAMPLE General Complian ASTM D3498 consrucion adhesive Unglued panel edges, C = 0.45 Floor panel design values per Appendix A and Reference 3 s spaced a 4" o/c Prefabricaed Wood I- Secion and Design Properies Deph = 9½" Flange = 1½" x 1¾" -.E LVL Web = ⅜" OSB EI = 00 x 10 lbs-in (per ASTM D5055 and code evaluaion repor) EA Flange =. x 10 psi x ( x 1½" x 1¾") = x 10 lbs (Flange rou need no be considered) EA Web = Esablish consisen wih assumpions used o deermine web porion of code acceped jois EI, or esablish using panel properies. For his example, assume ⅜" 4/0 OSB Sheahing (sress perpendicular o srengh axis) from Appendix A and Reference 3. EA Web =.9 x 10 lbs/f of panel widh (Appendix A and Ref. 3, Table M9.-) EA Web =.9 x 10 lbs/f of panel widh x (9½" - 3") / 1" = 1.57 x 10 lbs EA = x 10 lbs x 10 lbs = 13.1 x 10 lbs Floor Srucural Assume a 3/3" OSB Span Raed Sheahing 48/4 or 4oc (sress perpendicular o srengh axis) EI = 80,500 lbs-in /f of panel widh (Ref. 3, Table M9.-1 for a 4oc) EI = 80,500 lbs-in /f of panel widh x (4" o/c / 1"/f) = 11,000 lbs-in EA = 4.5 x 10 lbs/f of panel widh (Appendix A and Ref. 3, Table M9.-) EA = 4.5 x 10 lbs/f of panel widh x (4" o/c / 1"/f) = 9.0 x 10 lbs Noe: Noe ha since here is no way o conrol he field insallaion o limi he use of plywood or OSB, he panel design values should be based on he more conservaive values (lowes design values) of boh panel span raings (i.e. 48/4 vs 4oc and plywood vs OSB), unless he floor sheahing is clearly specified in he design calculaions or in he allowable span ables. Page of 5

3 Esablishing Prefabricaed Wood I- Composie EI July 008 Neural Axis (N.A.) of Composie Floor Secion (compue from base of jois): d 9½" Disance o N.A. of jois = 4.75" 3 3 " Disance o N.A. of srucural floor panel = d 9½" 9.859" EA Toal = EA EA 13.1 x 10 lbs 9.0 x 10 lbs.1 x 10 lbs N.A. = EA d EA d EA EA N.A. = 13.1 x 9.0 x 10 lbs 4.75" 10 lbs 9.859" 13.1 x 10 lbs 9.0 x 10 lbs Bending Siffness of composie floor secion: EI composie = EI EA d N.A. EI.89" EA N.A. d EI composie = 00x 10 lbs in 13.1x 10 lbs.89" 4.75" lbs in 9.0 x 10 lbs.89" 9.859" x 10 lbs in Effecive bending siffness of composie floor secion: EI Effecive = C EI 1 C Composie EI EI Effecive = x 10 lbs in x 10 lbs in.8 x 10 lbs in REFERENCES 1. Field-Glued Plywood Floor Tess, Laboraory Repor 118 (1978). American Plywood Associaion, Tacoma, WA.. Evaluaion of he Consrucion Facor used in Esablishing Composie EI's (1994). Trus MacMillan, Boise Idaho ASD/LRFD Manual American Fores and Paper Associaion, Washingon, DC. 4. Design Example for APA Glued Floor Sysem using APA Raed Surd-I-Floor s (199). APA - The Engineered Wood Associaion, Tacoma, WA. Page 3 of 5

4 Esablishing Prefabricaed Wood I- Composie EI July 008 A.1 INTRODUCTION APPENDIX A. Reference Properies for Compuing Composie EI for Prefabricaed Wood I-s The wood srucural panel indusry is revising some of he published wood srucural panel properies, including EA in he across panel direcion, in Reference 3. This change was made in response o wo facors: 1) APA esing of he axial siffness of oriened srand board (OSB) in he across panel direcion (EAperp) indicaed lower capaciies han expeced, and ) A recen ASTM sandard (D7033) proposes characerizaion of panel siffness on a near minimum basis raher han on is hisorical basis of he average value. A. CONSIDERATION FOR ESTABLISHING REFERENCE PANEL PROPERTIES Focusing solely on 0oc and 4oc span raings, he updaed panel propery able lowered he EA-perp design values for OSB by approximaely 30% on average. This change is based on recen ess from 1 OSB mills (3 es cells wih 15 es replicaions each). I is imporan o noe ha here is no indicaion of any deficiency in he primary properies ha are ypically moniored for PS-complian panels. Because EA-perp is a minor propery of minimum significance in srucural design wihou life safey implicaions, he wood srucural panel indusry eleced o lower he published EA-perp values wihou a more exensive sudy o include all OSB mills. I mus also be noed ha plywood panels were no esed in he recen sudy because he plywood EA-perp values are esablished based on an engineering analysis. While panel EA-perp is a propery ha is rarely imporan in srucural calculaions, i is one facor in composie floor siffness calculaions. The prefabricaed wood I-jois indusry in paricular uses his propery in is calculaions as oulined in he main body of his documen. Afer considering he effecs of using he recenly reduced OSB EA-perp values, manufacurers of prefabricaed wood I-joiss have deermined ha reasonable echnical jusificaion may be exercised o validae he coninued use of he exising OSB EA-perp values when calculaing he composie EI for I-jois floor sysems. The purpose of his appendix is o provide such jusificaion as follows: 1. While he daa indicae reducions in panel EA-perp ha migh appear o be significan, 30% on average for 0oc and 4oc, he resulan span reducions are very small, ypically less han %.. A broad range of users, such as code officials, designers, and consumers, benefi from he sabiliy of I-jois floor span ables ha do no change regularly. 3. Allowable floor spans compued using he curren mehodology are conservaive. For example: a. As-manufacured I-jois bending siffness (EI) is ypically higher han published values due o sric qualiy assurance procedures as employed by I-jois manufacurers. An acual EI ha is 5% above he published I-jois EI value, which is likely, will resul in an increase in he allowable floor spans of approximaely %, which would be sufficien o offse he span reducion due o he reduced panel EA-perp value. b. Variabiliy in I-jois EI is exremely low, ypically less han 10%, which resuls in consisen floor performance. c. The consrucion facor used in he composie EI mehodology is known o be conservaive. A recen sudy under laboraory condiions wih limied floor assemblies suggesed ha he consrucion facor for glued-nailed I-jois floor sysems may be increased from he exising 0.45 o 0.57, resuling in an increase in he allowable floor spans of 1 o %, which would parially offse he span reducion due o he reduced panel EA-perp value. Page 4 of 5

5 Esablishing Prefabricaed Wood I- Composie EI July 008 d. All of hese facors indicae ha prefabricaed I-jois floors are siffer han he calculaions would sugges, even if EA-perp values are lower han expeced. 4. There is no evidence ha he curren allowable spans published by he I-jois manufacurers are inadequae. On he conrary, I-jois floor sysems have performed very well in he pas. This is due in par o he indusry pracice of using L/480 for floor live load deflecion crierion, which is beyond he code minimum of L/30. A.3 REFERENCE PANEL PROPERTIES For he reasons saed above, i is he posiion of he prefabricaed wood I-jois indusry ha he currenly published allowable spans may be reained. For pracical purposes, i is recommended ha he panel EA-perp values published in Reference 3 daed 005 (i.e., 4.5 x 10 lbf/f for boh 0oc and 4oc panels, and.9 x 10 lbf/f for 4/0 web maerials) be used when compuing he floor composie EI despie he fac ha hese values will be revised in he nex updae of he reference. This reference EA value will be reviewed if a furher significan reducion in he OSB EA-perp value is observed. The wood srucural panel indusry will coninue o monior any fuure changes in he panel EA-perp properies and advise WIJMA of any such changes. Page 5 of 5

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