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2018 IBC/SDPWS 2015 -- Diaphragms (8d Nailing)
<br /> Table 4.2C Nominal Unit Shear Capacities for Wood-Frame Diaphragms
<br /> Unblocked Wood Structural Panel Maphragms-43
<br /> 1 A a
<br /> 5EtSMIC WIND
<br /> f 6 h,.WwTSPi.T19 et
<br /> 1lirdmum 7b'n6rlum Ba.fn,lwwm 6..Nail Spacing wt dwPh,.PM boundad- dlaphfw bowdmmaod
<br /> Gammon FpxOMt ,� ITNnad FAu+ and au ported AnN ld G SpDIIORGtl ifanCl p3
<br /> Shgthln➢Gnda PmmtrwiOn P-d evawred
<br /> Nta Si. In Fnm1ll0 ndd-. Ea ... Cwcat Lases 2,3,1,5,E Cwae1
<br /> Im-1 fln.l Op,a.lal.e 22A.S.0
<br /> b cAn. I w afm.
<br /> OSn PLY DSB PLY
<br /> 0< ,-t/4 yfH 2 I 337 ➢.o 7.0 2E0 ➢.0 CS 460 ISO I
<br /> 3 70 7,10 _6.0 I 220 a.5 40 _
<br /> Sv.dww I Ed 1.3ld }'a 2 483 Ob 7.0 360 LD 4.5 M 505
<br /> 53
<br /> 0 7 00 4 74
<br /> tOd 1.171 l.nv - 570 14 ,0 1 9- 70 E00 b`)P
<br /> 640 17 B.0 4➢0 0 6 g70
<br /> 596 2 303 4.0 6.5 220 6.0 4.0 42 310
<br /> Ed 4-L4 7055
<br /> 250 s 475
<br /> 7{B 2 330 T5 iS 230 SA 0.0 4et0 350
<br /> i0.9 45 7F0 4 30 520 390
<br /> 34 2 430 S.0 5.5 320 4.5 E00 450
<br /> 3 400 ?.S S 5070
<br /> 5lwalhbfgand .$d: 139-: VIS ago 6.5 5.0 3dC 5.5 4.0 "S e7o
<br /> Silt�li-Fledf - 1D' 7.0 5 4 35 71 - S30
<br /> SSr32 2 -:AM 7-5 5.5 3E0 5A 4.0 ETD 505
<br /> 50 4.D 15 -7R
<br /> �< 12 SS9 15 4.0 1 W TO 6.0 715 530
<br /> lad 1.1a 1 1 &0 430 A £00
<br /> ISW 2 570 73 a.5 430 OS $S 030 SDO
<br /> 0 1 70 50 a95 £'7
<br /> I.Novuvcl apil.h<vawmiadall ba4i4xed U.,aJaeccMlh42]lo to C.+a)&7Kmfmwuc C-3&d:1: hl_ fa,.n5f.....
<br /> .unuars
<br /> e,mleeASDAIIenSlGvnllaearpl,citY and UIFD h,taetlatit,aamr� Pawl)viav PeelKgdkdv Pelel Shiva P-M. P-116-PRrpnn
<br /> kr�nlc R,oaiglrnry@mlmu rtc 43.b.F-P-L-rcGw,eaaey to FrmJeP. f iex d{cvLr yd Pu,vi41 b
<br /> aed_l.l`a+W mvwnlpkldi+vhn6rssoeyprna,.A kT<mmna, Flanlp[
<br /> Fo,K__x..e.
<br /> For�✓a oOdVida.[fiamk.,plea tym DmylwFr.LaaA ac Saakrm Lan[Pmet Di,r:9.n
<br /> P;x,mduord wadml anV,pare.P•dm.h.ae<d<mwn.awm,lxgdyln➢ P.,s.,,dt.d�lpsvaPan
<br /> lr pew"Id,wmmal adlae,acapadq ly uwsp Asa cnwyAdja.a,rm yl��� P7 [',...t � €
<br /> Fpgr�l(v ale 2�.3AJ.
<br /> bk 121J,.3an G-S�edfip[irtnit)•afUe BeldeC 9.n16Af from i
<br /> hDr b,rtaar 71m SpaaSa Gaid7AaM1mmot F.<mr alup aw
<br /> Sr G lhm l, --r---.+t- .-
<br /> ).nGncn shore sliQnw vab<a,D.as bvd w tail%Fm in framidc wim
<br /> miuuR amw,!oc den w etPvi n 1w..Y.yore of falno ant pwl L-C Px,d un[dan
<br /> ,vftr. vA_6rMphtaltn�vimaaatuu m)p17Pty.sod Para11e1m S."p
<br /> P 1.A'hma.Ply-5-0y P;y.ypdpaMln ereempanap.m4 art. d.G,
<br /> 1m Aa0 kpamlad tp be mltiplild hyl2 9 L
<br /> d.P'6m®imec<alaupCO,c OaminR b p�dan 19y.n dta of Odye,P.
<br /> daR4Valtac wuu 5e mmptkd by0.). -__ __
<br /> !.fAiPS,aON n:dIPALLt$,Pend d,e dinclb,o!cmliauva,pmel davu -
<br /> v4lh,apentathelaada,pal.eew.and daaetiaof0aln.n6ambcv.nuko f•1 IMClgwtv4ix lww,N-plw,e.SmyblwrNU O-ry.,.wq.gl4M lwr1'nd 4nnlm P^I"nla.Attiv,ogmn
<br /> o-J�.pd.er nrdK F..ci orialaapp. fs..r,+e,.la.ds,�.ensvl
<br /> Table 42A Nominal Unit Shear Capacities for WbRo-Frame Diaphragms
<br /> Blocked Wood Structural Panel Dlaphragmsx2A 4s
<br /> amlP
<br /> �..... +o4 ra,r.411NNacr4vl.,
<br /> nr ne a..vhtt
<br /> wlawom un.laldapaaamapnmaa nn rc.)rawn.wo,o w..mws wml4t10 ra p.,eleap.pSLlm l..a�te.�ia.
<br /> D,...xwn.r Itl w.IW w Swa ..wn sE4
<br /> fa.l.n.. ....� NW SpttI,w�4.lwpn..�irlgs•:
<br /> il.11nafi CanvrNn fr Pt� at AOd,dret • a a x
<br /> G+W xdlalpr hndxdpe +. w rL S
<br /> eA� IpMj b I nn .nn.
<br /> llmwtta
<br /> ocp a,v am Ice oap R fua p4v
<br /> - � iro ,E ,z ads ss 7.s m c to wo z7 m Tbo wp ,171
<br /> I rE ,-1K t bifi 3 qa Yf a3 lW T.a pA 11a p5 IS wfl 1T 1J � ,YIS ,AO
<br /> �I -• E FLb 3 ma I) la a00 15 G6 I= ,3 GO I lSf. 19 11 lap t,ID ' 1E63 1a0tl
<br /> yy+ 21 11 1w t 17 t. Iv M i'm 1 h
<br /> 19 1. 99 x.0 fiR 1 IS r 1 a a,a p
<br /> y, t.1� 1 NO p v0a Tn 4a ]g5 ,v a eN, tl ,T a'a Tna 1tls 1IDf
<br /> � 3 YO 1) Y.d 50) 1)i 5`J 10 ap mp Id 1x 5N iV0 105p tl
<br /> I � 2 .� 13 Td 361 U si 1s,e
<br /> SW q 19 Yn. Ts � I t t9 Tw
<br /> I LSr:O �S SS a0
<br /> p 1m •) _ rIR 1a mn aro
<br /> lea 1-ux 1� � Rm xl ti c:a �i n3 vu"i3`"'- t.w ze +p. ,.x' sr�ia �c
<br /> 7sA n 1^ w,n to eD 7a +wn s avc
<br /> I.NomiudaritdsaegazleG aTy06euljakJuau.b,�ari60,"^,IWdr+rmnac Ca.n]/rJ.ionkwwr ldnu Pmdi Cbn1d3�CmYrevn �C.s5k6-fen
<br /> ASDibxvb7cmll,hrua7pm6ya.dLA3t1f-,ordueil adnarfi Pm sanW Pmd eepMr Pssn[) .P-IW Psi fait l'crl¢n
<br /> cvmavniw,>gd,masxe42fi.Faglec{Se n9olrnads.laa2.7.1 farepod wFrm,drr[ ftnadrs diwtu and P.-vlkl le
<br /> ,paA¢11 Panel QIGPkarrf Sre^SPPa 0,-A 7v mamm rA0 du„rluinu. )FcmnE
<br /> 2 Fa aprm mdgnda o f£aam0o6r,b:n DGugLaFu-Iareb a 5mdvm P'aee,
<br /> ntlttd rwmnot,mil aEvr updtia nh111 k dNernin4d by mdliPlyie6 the Inap,Haci Dnv:tion ^
<br /> �,.r.-a mmmel uN,ahp.enpKrry SY d,e SPsi6c O,4ribAdl,aa�t!m- P.�.�.'-.tvgsvpfn,p `��v <~l yr y '
<br /> [1463.G1I.�bac0-Svcclfic0nrw�ydd,c[mup➢Iur,Srr OamNc nC(Tahlc S I��.
<br /> 1233A)Tvc ipalk Gn,fbAd(umnem fiebr Null nol be xemtedppl !€3 '�� t d.
<br /> ).Ap�emabearpNb Wu¢.G..anbsedmuml e6pnfrnlaq rh5 muese •rl � --
<br /> enalm:tm dun a nQwl a 19',:n lime of abnaUvn ned Tory#'IK..-,"Aa
<br /> fa,dapG-arlm mvNetS rnb cL`vr D50 or)-p:7 Plri'pa=pnda MT�4-Plr --
<br /> ar5-PIY GIt'evadta.d.ar cnmPaaieTmncbeeuuei,GTYvn dmil6<am,dlad y�paprl D4uaov -_ -
<br /> Iv be null W,d by li Pvrdkt b3apGulr �'
<br /> 4.V.'anc mS,mOe eeva:nl n!I)e framne b Veav than M�al unv a'L,Snn,bn,
<br /> 4 vales aWtY,pubrydrl es as �1 P3�`�r� t
<br /> _t]apL>g ,v.um-vd�da Ssdimcdw.tacsu:mlaazlosslfeaev:lll,apa, d:l
<br /> a ua 7�mg 6nzlvaaad lbcrip:ptfnadae nmhGe,Pcd a iml�l:dmt Pf
<br /> drwx) �ntvR
<br /> I,I Purl.pnmaGfawval¢.-lvWu.y4l..adw„kqw,ai.1"^'au.4.`p..eta:Re:apapuauuun,vypl,r.
<br /> 1. Reduction Factor=2
<br /> 2. G=0.42(SPF or Hem Fir)...Adjustment Factor= [1-(0.5-0.42)]=0.92 or 0.5(I-Joists or Douglas Fir).._Adjustment Factor= 1.0
<br /> e -
<br /> Roof-Unblocked 7/16" 6"/12"cc N 2x SPF/HF 212 If/156- If 297- If/219- if
<br /> Roof-Blocked 7/16" 4"/12"cc Y 2x SPF/HF 313-plf 437-plf
<br /> Floor-Unblocked 3/4" 6"112"cc N 2x DF or 3x HF 240-plf/180- If 335- lf/252- If
<br /> Floor-Blocked 3/4" 4"/12"cc, Y 2x(DF or 3x(HF) 360-plf 505-plf
<br /> L3.1
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