|
2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing)
<br /> Table 4.2C Nominal Snit Shear Capacities for Wood-Frame Diaphragms
<br /> clocked Wood Structural Panel Dlaphragms'-S.'"s
<br /> A 0 _
<br /> -.-? 7-..... _ S •
<br /> EISMIC WIND
<br /> 64�h 10..,,-qIM
<br /> MP ,ar o .Aanaa Aaaail Bin. in.N Imoing dlaOma bomdades e4phava01N Wa.Ntd end
<br /> FaIm . M«rgal le110•011n14 and m1...:r,ra tang.:,,,. _ truppmba mm141 44
<br /> SImahlta Grade CsaM40 Planebam Pal 4tIgMld Gam
<br /> Ntll6h1 Cab1 Ceara 1}4.46 Ore1 20-1.i
<br /> N(14) Mama.0,,,) ray.Mr
<br /> Ilwhl Pod! Ma v. 6. v. G. r. 0.
<br /> 1,2 Sri• t 1 _ ppit.
<br /> ' ry Oeap*a PLY on PLY
<br /> ____.-_ _ _. .
<br /> 60 1-fM L7fi ar WM OAA 7.0 AV 6A 4.6 460 260 •
<br /> 1 3S-aA 'fl, AA 4• A,0_ 67A )r
<br /> 9MaR.ai Bel 1.8a 816 7 a OGO 60 -jflp- - 506
<br /> 10d-. 1•@ 'IL.Q 3 -kt 14 4 A10 vb 7A ,
<br /> -..._.-. -_ ..__ _._-.._ 1 610 12 35 760 6.0 4.0 _ '
<br /> 41e 7 6
<br /> __� is I 1,0 10 _ 620 ,,r
<br /> •
<br /> 3/6 1qp
<br /> .0 6 0 4.4 i w 0
<br /> 851•011181p and ad 1.713 V11 60 6.6 4.0 "N5 A70" _.
<br /> 7: 6 ' 41 f
<br /> 1s1 .- ) -i6 3.p
<br /> -66 4A Ia
<br /> 16r32 i -�1�5_ 20 - 10 Si
<br /> 10d 1.112 y!1i 4.0 ' 430 p 1,a
<br /> _., 0 !0 06 ) 4!0 1:71- --I
<br /> -. . _-L.... I sa�z 9 j R 16 r3 4W r n 6A e
<br /> I.Nmiml..ltl2an.7.42agpil be IntendI.mwdavmvia.a>_1 rode. faa l&yflraanou ICM.]Mcsrhmet•�8latidikCoalman
<br /> InvoeA1C tao.**020s1m w1.d4 and I.AFI)harmed ma rminaa. Peel rats Pomdimar bad Minn ldla a IMO MO Pape+
<br /> Pm general tessmetmn m4+aereem ace 42.6.cm rprrlk wMdownon, NB.* Ferias ardorsod rWY r
<br /> 42,7.1 mood svmaalpml MpWgmm.MAgmAss A Mangan AMMO
<br /> 1,10▪0 ipmla awl p.N,offaml.q mM.ta.a 0m4?W4r-Loch an 6mmke. I1-.60..101mdon
<br /> vt .
<br /> .. eV'
<br /> Ranaleted meaMlmaamcmidmalrak kmntr.dly.mb¢4yMS P*P.2.2.Iu3vp.A - i.._
<br /> 0111i__: T.larmeay byOASpniae Gnat,. ama b lad1.P,l1li. . it
<br /> P.otr.p.ro .abG.Sp.d6e(graityafaa6.rtmdbe.fmnn
<br /> the MX(Ta2 12.M)-7cep Gn.kyAdjtmrem Fader ea liVieriii;1 _
<br /> ber.atram I. "-. A.-....mm'+'n ._
<br /> 3.Aare.dam&Cum ram,0-o broad es nail Mp r Oecl4S da • �"'� an.
<br /> amh.m minor Ida elm megml 10 14a n dt or fdgntm erg peal Meg Pawl lltmdea ,
<br /> N Rb*41ab,A400411 aaa lm watnuer psi at+.lay plywood pmglam6�pmW • - �.. .i_ I la.t�y- ;
<br /> pMICWhen 4,py.Sp!ypIxwrxxl ,M°oop s%paw1t.neNb G. d)I C1 BRIM'.ll,;. Ill�. : I0.A. ( �!�
<br /> 44Ma alnepmatea m Is by 12
<br /> 4.Meendpm.mauaerdn 6.mire le mine din 10%d dme mf halm• C 4.1410Yi.'-
<br /> II
<br /> s.Papawleslr.ro daPa°d de aaeetb or magma,.pueljakb -�� •�'
<br /> .... ....,...6.........bANkrmRm.....dh W MamemY6 brrtF.l.b1a mho Martha blpronemwNiim adirdr.eweMWammo
<br /> ind almlDire pool mietales. Or au*.salad suaa.11lf
<br /> Table 4.2A Nominal Salt Sharer Capacities far Wood4raiYi'Dlapirapus
<br /> Blacked Wood structural Panel Dlaplea5me''m
<br /> aas
<br /> ._-._ -I .iWM-_
<br /> ' aaranM 12028r(garb..
<br /> ma magaggnamimmem 1.m.raimp•lr mamma pae.laa male ma pet emmemammamm ea
<br /> __.-.. aemrpacrr4..4.r. 01IP1=• .
<br /> .°�.r. .r1.t.Woleaeaness f �Tt• I14 1 ■ i ear
<br /> .a.eabr Malratrpa Itaa..arrld.em t p'�r II AA --.I1 a•
<br /> amerr eram eery pad ra4rwe '"4" 7. .s- 1... a a
<br /> err IrMm "1.1a P�'�'S asrie1i i. JPanlatall r u:�...1 rKt .+....,_ yC_ JCvI wr.- 1, J
<br /> ' gat a1a PLY 1 On PLY ® a. , 0a ParJ
<br /> I to a a as II fA /IC IS W PO a 1e AO la tin ' Im
<br /> Id 4W We f an II 06 In CO W 4C at as ID 1I A am 1 Ifs 117E ISO
<br /> 0�11 m NY • a 1 40 II .i ae .0 aM II O 00 11 is 1 +•
<br /> a II m as Pd, as MI a M MO a 1e 4M ta4 In, 11101,
<br /> all Ma Iva `7'2L-"`70 11 'a4 Id Si _4$ I
<br /> 3 Ma 4 a oa n Os lan 16 13 men E a Ib'. -.jls .-
<br /> Oa 4... -Ma 1p-.I 1 I S T. 0 at -Jr-i'f' 700 2 -_.
<br /> SI 1-w ) yt % $r to ° In lO as an it a l'- I- 722
<br /> -
<br /> a 1 - -ctt-tt"-%0 -i06-7n l e 'Sr a s lir,m r a
<br /> tt
<br /> 1010.41, a '� I6 0 MO lI OS 12/0 11 It
<br /> e 0a MD 11 II
<br /> MI
<br /> d ,.x •elm 1 i 1_u ti sae ,3 ii --i u ram t4 n ti .: 1M, r)r
<br /> iiW a1 1i lam.r
<br /> yvs - ,-� 64mM 00 u nets 1: Ii 1N. ! b IIW b a' 0 a 41
<br /> Ma -ib 3S�a--Rc i6 i ;IL 1 t rr
<br /> my $-10 i r C! 161 2L 14. a00 re tt Sir) o u
<br /> am t es m -la la "d-llf- -CN- to I: 1 1., As
<br /> 2. M., Ma :.
<br /> _..-7 . m /712 1a.-a_.=t_ as u II ,an SI If _.'me aC I fin. I_Oa
<br /> I.Namisla.Moo1 madnaa*One a4m.dharse e.no.21l 4.1.3 leIMMee Coo MICloadm.am C'eaa144:0.rlmes I C.mtaat Neh .,a
<br /> ASO 4lamblemb thew opacity and LOYD Armed WI maluse.Fa od general N ldm llgmivin Paaaku Farad le Pal lgma P.rym.
<br /> mtmu1mnedraenmo4.16.Finapdfinegainterem,tee 47.7Afageoa lynch Pod.8 Mart and h.0el is
<br /> Iemfvdp.Adiy.'.efen.aeeAme.Sl A Mamma ail airmail. Tra°aaa
<br /> I.FmO+dee wedad°erb.reodoer am s 40 S.a lrtwxbre Ohm Pirle,
<br /> Maud mvoal Mt+heat.¢Weld.bell ac Meradul fo moltipl06 a. IA%Nee10b 5055 a a-... 1L
<br /> etb111.1*r1MI aMrr4tniy bilk Macao 0mliar Adj wmm Poor- RepmdmYmtnnm
<br /> 041-5-)ThIS O.ped&Gr gyoi we Analgyarmbn a am wens 1 q! w19.. rtE at t'
<br /> 1.73tA).mu apmm22/l5Adjuienmagtddaeall oat be awbtam 1. 1 d ,',4.7tb l!r:.
<br /> ).AVM,.04,..2b.elae..G.,an 0..0 coadll$D'u 6meeda.obbe. eF"re:I, .VA4xa',
<br /> es inseam equal.o)n um a Magma its pod me..'du:. • ,.1;-
<br /> lerdhp-,fne MAA4dwit)Dither OW or347 PlAmod MM.W5.4•1T - r....� '�_
<br /> o,s'pN dy..w pack mm.pa1psb an mei 0,Man Mail hetememet 'l...... katlm ma t= r;
<br /> Iub.0Wi4ljsl by 12 r `.-.,
<br /> 4.Kim nohme coaedaMa!meta k pats am 1Pmi Mims a Inrimlon r°' r 1 SW�!- 1 a 1;
<br /> A Atha MI be rampihd by US. fl`rv55-' J1 ' pl 1l 1 0. lri'
<br /> _.Diillelntabk.aMPMmM1dendm ollwgaomp..1lekm.iMmrym! iiiE:.v. P)0rf1P'P6.
<br /> e Oah.aa3 mn070 diethmaflava.l omalrl and a bd0t or
<br /> do pm]
<br /> I.)FM mam1 rammi{bn lead.MakbeiMeU I adiamp.demiengemerama mPpe
<br /> Rb la..328 70022000 3.i.0
<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 /> Diaphragm Sheathing Nail Spacing Blocked Framing Seismic Capacity Wind Capacity
<br /> Thickness Edge/Intermediate (Case 1/Other) (Case 1/Other)
<br /> - Roof-Unblocked 7/16" 6"/12"oc N 2x(SPF/HF) 212pif/156-plf 297-plf/219-plf
<br /> Roof-Blocked 7/16" 4"/12"oc Y 2x(SPF/HF) 313-plf 437-plf
<br /> Floor-Unblocked 3/4" 6"/12"oc N 2x(DF)or 3x(HF) 240-pif/180-pif 335-plf/252-plf
<br /> Floor-Blocked 3/4" 4"/12't oc, y Y 2x(DF)or 3x(HF) 360-pif 505-pif
<br /> • L3.1
<br />
|