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<br /> 2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing)
<br /> Table 9.2C Nominal Unit Shear Capacities for Wood-Frame Diaphragms
<br /> Unblocked Wood Structural Panel Diaphragms72.3"
<br /> _ A B
<br /> Mhimum Minimum .. on# bin.Nail Spacing at diaphragm botmda,ies diaphragm boundaries and
<br /> Common Fastener Nominal a,Nait54 coco a and sn Darla,/Pane{edges - Supported panel edges
<br /> Sheathing Grade Penetration i Panel Supported Cases
<br /> NNI SG. ml
<br /> j Se Framing i Thickness 64.and Case Cases 2,3,4,5,E r Cade1 2,3,4,56
<br /> (es) (i11.) 6o-ameshos Y G. Y. G. ve se c
<br /> 0n.hI OSB PLY CS Y (PIG (Pill ,I
<br /> -
<br /> 66 1.1)4 5716 f 330 9.0 370 70 7.0 250 60 4.5 460 350
<br /> S[ruttuaWi Bd ! 1-3t6 3,6 3 i 460 6,5 7.0 360 5.00 4.5 6T0-._-..._ 50))
<br /> 539 7.5 5.6 i 400 5.0 4.0 740
<br /> 100 1-1)2 1,`,f32 2 j 570 14 10 I 230 96 7.0 1 800 600
<br /> 3 , (540 12 00 460 60 6.0 895 670
<br /> 910 2 i 3W 9.0 6.5 220 fi.9 4.0 429 __ _
<br /> 3{0 ""_..,
<br /> 54 1.1/4 ( 3 340 7.0 5.5__.250 5.0 3.5 47L5_
<br /> __- 350
<br /> k6 i 2 330 7.5 5 5 250 5.0 4.0 460 350
<br /> 3 370 0.0 : P=0 a, 0 520 390
<br /> 3/8
<br /> 2 € 1 430 9.0 6 5 I 320 6.0 45 600 450
<br /> 3 f 460 i.5 5.5 360 SA 3-6 670 505
<br /> S4o*od 4n'g and 90 1.3)6. 771E 2 - 463 6.5 6.0 340 5.5 40 1.._�.045 475
<br /> Smgb.Fludr ,_______ 513 7,0 55 i 08p 4.5 35 I 715 530
<br /> isu 2 460 7.5 5.5 300 5.0 4.0 670 505
<br /> 3 530 6.5 R0 400 40 35 i 740 560
<br /> I iYS2 2 510 15 9.0 360 10 60 715 530 _
<br /> f10d 1.112 310__.'.__43<!._
<br /> /0732 ) 2 570 13 8.3 430 6.5 5.5 600 ' 600
<br /> -�. - 3 640 10 75 I 400 7.0 5,0 EUS E70
<br /> I.Nunes)tom100mr(Auto:.6411b004)-,nd Inatcknisuce.9,4.23 ul do• C 143 CAMmau. Cases 2,941 intnnuut Cans 59.6 Co5npeoat
<br /> ItnntacASD clear repo y and LRFD 4c4urrd onorenrns:e. Neel Loon PegemlaWw,Pme0Imrxs Pu.IS).0 Pan)his.Perna
<br /> For ptesral r0040:aon legnr.nen..set..?A }or apmak tquianenq m Fe man% I rancor' dkutu u.l Paaiki to
<br /> Ito 42.7.1 frawvodanur0.1 ry I0ap SooAppmdis A.rot common P.n.s
<br /> nail...sod
<br /> ns. Les Fa nI DL.aia -1 t 2 h,.,cd 4n,nu1 w[f i d..bcd F [rci noI' )Veen nS .-. } T ,-,.
<br /> rterohdaad wit...It o.pnr mslhe e c Iq,1Y2u; f4tmutswclu Spppat. �+,,e.,.; _ 5 t�
<br /> Fa ahul oat 4,i 01 slim apses.63'3e Sp 7x( P1 or ens i7 ,21 L( y: -(
<br /> l4 0.0 I(1 Lh 1A)Thu
<br /> SP Gravity f o St ;s.mh f ties 3 1 3 -urn.-} T 1 ;-•
<br /> do1oas0bm1.3.tAA 7}u SpscdcCos,.A6)uv^ntsn,Teo.Alan tut 13,1',1 ', ( L_La :.7! i- j--.
<br /> le glen.thus .......-...... ........._ ,-«..-
<br /> -v vs:.c.C.arc lasso 4m tail slip is memos'with °i^'^""' `^^'-^'�
<br /> 3.ArymOet)bear aSTa
<br /> runt R lessh eesal 4%at f h as I Part In PAxI ressor a ...a
<br /> ...Shims Nast dnpM gm sd set nOs 0s9 plypinnnoi Paalki m Supports' `a ....
<br /> pang TVA.a.Ply Sply ply. 1pa ha composite panel esiG t .y 7 _t.r
<br /> shall be penmen; be tmepL03 by 1.2 .__ (i t' �t
<br /> 4 000)0,a sre.)9.0$spout.t,en393.attime,rrtMa- 16.E 1 i- :CA Imo.
<br /> 4at.Lt sabots sball be mu{plxd ey 0.3. ... ,.-I..,:
<br /> 5 Thap5r.6m teethe r dep..to she duec0:m of,0 u3nua0 1 c+-..., 1 •..�..«.
<br /> Mtt erpcci m 0te loaOn11 avtsonn aul duarum 0(Gamsngmrm c,,.,d a '-----
<br /> mdrpcdmnof13cmodontaa:iup. se P4m4ssaatrniv hran nl pleat loco.a•4kt»tlwU,.ata:a:na egtMky-ys,r,4a.rum mnuOAv'r rs w{gn:.0
<br /> (9ea 3.tum 177 m G.pm 173)
<br /> Table 4.2A Nominal Unit Shear Capacities for Wood-Frame Diaphragms
<br /> Blocked Wood Structural Panel Diaphragmso.?.a$
<br /> 661E661[ MAO
<br /> ..__. Nul 45.60I.64 a 46112642661
<br /> m1um. p0 2464a
<br /> ' net swcu,on.0,,J0d0On 040l..Y(ai CO MO.00099..09w n eu0
<br /> i�.M 1 adq (4 6•0) yea taatl 44 and al as parts PM(C464 am 5116
<br /> I,lom ivAbV1 . ...-�......_.. I 1i
<br /> p.F.m ioner axn".nn is was N E 40•*sf�1 44,1,..gl...E,c !..?:.3,a ..-` 1 1140 t l s,].a) f
<br /> Wm.. Common R.. `xl o lCoon a I - ?.. v. 6 } 2
<br /> W4M Noll Else _.. ..
<br /> Man.) TN.4nr4a g. � o v G...•._.. 0.r
<br /> ar g g 1 P91 pm,.,ue{ lean l rw�».L'1_ __...1 .1 .let Sawn.) N0 6,10,,l IA WI .JLaI..„IPS..
<br /> 1 lb,3__t ode OLT i die oto PI.Y DSO a'/I
<br /> fit 4 t a _ Y15 3 i 330 16 12 1900 95 ]9 ( TS] 12 10 410 20 Cl 920 7W �1 '; tin
<br /> 3 40 12 05 7 dan la 60 640 65 61 OM T 13 I SOC nit I 1175 , 1333
<br /> ,0O,R:va•1 ad 33,3 Ea- -...2 1-T400 10 i1 172E 70 T.2 1600 13 10 '120E 26 S 756 MO fioo
<br /> 5 -� 4M it 1 aW 6.5 1700 10 50 11354 It 13� 440 1'E0 • 1693 1 1500
<br /> M1 $$
<br /> 0 2 640 TO
<br /> I7 1 St
<br /> 3S :2 :249 20 .1 i,a44 31 21 1 e05 nPo ' 2T1C { 20,5
<br /> l 500 20 15 {gap 12 SS 0 0 10 )] 1 3 23 1 415 15.E J) 2N9
<br /> i T 3N1 15 10 4Sa 90 60 e70 15 a5 : 7r0 2t 13 473 636 Ot0 10a5 I
<br /> ay } .,,,J 390 IT p0 W: Yd 60 36Y1 tb E6 b30 T 1 SSO J00 t�l 1705
<br /> i 370 13 05 5163 72 60 250 W eV i am 2 520 MO Ills 1 11YS
<br /> 3 45) 0 s0 Sete S5 se see (05 ]0 ' 991 14 13 MO 765 i 17r5 l 1330
<br /> 2 I 4a0 IS 11 64C 95 75 ' 930 In 9E I 1014 2s 3 en 13e : 152T
<br /> 3 S•p 12 99 1Y` 79 56 two es a5 i 7220 15 12 155 60
<br /> 10 I I 0
<br /> Ian I ent ets a 42 4!7 65 70 I 1:10 12 03 ll.p 20 17 'f15 1150 6475 ,,0
<br /> :Sine 3 t 04040 Cl1d 296 14 ap (1.0 '4 ea 1 Inct. 11 ' - 04 101E 107)
<br /> 9np.F.v loos
<br /> el 9s 724 iS 03 ' .tars I 63 }sat 1D i1 i ids WO NM IaaO
<br /> SNSY _}- 55 1K,0 50 ]3 I rES4 IS 11 Oa d Stp K20 ,,'""' 592 1 T -SS::._.ZS...._65`+._.. as.._..a n50 21 f. l t310 37 16 tin 10e7 104p 1536
<br /> U. ". • 0E0 Cl d5_w1100 1] 17.y__)6_20 ,0 90 <7f6 , 1620 2040_._....,.. 3 ....... •.EW 7A.. j. f5C 3.-"8S 12a0 !a 17 ' tan Yu a9.1 1f90 � >00 20a5
<br /> __ ( tM33 3 22 II I' nEc II 00 t440 14 11 ' 640 24 ,,J 0 0_1345 ! 40045 j 4000 [
<br /> 1.Nanaal msshiss,capes.ce 30a1604dp fool in 4uuruwnool$42.3 tud.:nos. I Cases 193 Cool:nunm t.'eves 2A4.Cossusu04, I Cx•a 5466 caenonoo
<br /> ASD 490641r10 unit ucu taped:y sail LRFD facimcd aril nao,asee.Fo'SsnnW i Panel hogs PrgoMicnUr Pavel Jason Paeik.w Paael i4,0070 06
<br /> Leustuctior.rumitvnec402e 4.25 Fm.pseiror nolostements,ma 2.71 for w004 I mrraming r,on,4 I dnela and Pculel to
<br /> soussussi panel diaphragms See Asppe+dlx A l,enromea ear.hrTessome Ipt rag
<br /> 2.Far specs.ass/grades of barn%office..D0rgloo FiriLaet,as S0a5.m Pane, t I
<br /> ...A some. shoat ps shah he do d by msitsply:,g she Log 7nmiDax5on i ,„.1".
<br /> . =
<br /> u0ufamd I Ora w rbrd:02P041 G As64:9nealrnpw- Iscr ntka4 m Swans 1t.
<br /> 'I445-01 ohmsG Spr ofi G-sy fthe544.0{ 5 mthe/S(24W { .2.
<br /> 12,15).T.SemiticC ;ry M.,. ,em Fan tan abey.,mtet M0ao1 I St 3; )
<br /> 3.Ayrment stoorn.@en nine,C 4aYedM i.alp inllraes.on.snot),,. 1 . y.,�?+@ i 0,. �it'%s�'-1'I
<br /> content leas WA or equM 1a 19%M toss et 2oMxa9rm and plod Jiff er value
<br /> for4mp`hsgens vuonO wart..059 coO.p{7 plywood panda Wins 4-ply �-- -.- -.w s. ....•.w
<br /> m S-Pir PlYsiondmcol ..pm pal b ate meshf 1 Its heOalsouod Lon,Peas)Da000ao '0
<br /> l4 n 1# •be m0d h7I PursiIOtlo Symons.
<br /> 4 While m'WI 'A
<br /> low(noun gt w .3 19 61 x 66e 10440alion, 935.'4
<br /> CI,voieet slollM ro61009.1 by05
<br /> 5 Diaphragm ds a sf0m 'pa0Ja0Mw, esecl
<br /> S G�3 z 7
<br /> _ tar'
<br /> �..n::esdc Iw4 d'rso apt drzxlion of semismamlrcn,rtti i ude;ernra:of ..........--
<br /> the
<br /> per. eixdal. Iw Pod sou,n.ila,.4agam pukm.34.tmn:Nan da aparxic0c^_.4kk.0 pearl 6666666 pey66964644 46o.e,.v
<br /> sofa 5r:na 12 2O,45eu,n 323)
<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 /> Diaphrn �aR � \ �) 1%* : W \ A
<br /> kN
<br /> Roof-Unblocked 7/16" 6"/12" oc N 2x SPF/HF) 212-plf/156-elf 297-.If/219-.If
<br /> Roof-Blocked 7/1611 4"/12" oc Y 2x(SPF/HF) 313-pIf 437-pIf
<br /> Floor-Unblocked 3/411 6r'/1211 oc N 2x DF or 3x HF 240-.If/180-.If 335-plf/252-.If
<br /> Floor-Blocked 3/411 4t4/12rt oc, 2x(DF)or 3x(HF) 360-•If 505-•If
<br /> L3.1
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