|
2015 IBC - Diaphragms (8d Nailing)
<br /> Table 4.2C Nominal Unit Shear Capacities for Wood-Frame Diaphragms
<br /> Unbioched Wood Structural Panel Dlephr•gnts'-z'""
<br /> " "
<br /> , scow -.._ 4Cap al 1
<br /> Ir0QMmure I 1y�r,,1'1.".,p. 6M N.il 6dp•li.y•I IdM•ph, boa d.fl. d•Phyia llarnN I...od
<br /> 56.Mhlny Gluts C.n,t,. ►pabslbn Pal 3.41.06 - - 22A,S,• 1
<br /> )
<br /> b•It SU• Ca 1 Cue+2,3,4,ys Caa 1
<br /> equ m.
<br /> IIn) IM.1 ono v, G, v, G.
<br /> 0313 Po' OW PLY
<br /> j 330 s 0 10 ' 250 60 4 5 460 350
<br /> Ed M-Tq 5,ns-- -7p 7 p `(0 7qq •$ �4. 't0 390
<br /> SMnm•.II _ad 1819- � 3!. ---1- U6 !S 70 .16d eD 45 6io 3505
<br /> 90
<br /> I . J 67(1 7n •0 : .00 50 qqpp I
<br /> IOC 1./2 117R 2 570 4 10 10 •1 7 A 6A f W
<br /> 1_ 4U 17 q __ 670
<br /> 5J36 3 -_ 700 00 SS 7?b•_. 420 210
<br /> Fe 1 G4 3 N0 7.0 55 S0 yp_ -_)i __111 ." 730we _
<br /> 2 000 7-5 S S 250 5 0 4 C 460 350
<br /> 4
<br /> Itig
<br /> POP
<br /> AMMO.11111 Y sae rite Z 4 I 5 7 •j �-......-a-__ -a-- Liv_10,67..
<br /> 40 497E_53V •5r.5 5 1 P 'r'
<br /> __- - ' i '- 4 }5-_IVA
<br /> 10d 1.112 1 .._d3 3.1 1 .fix -46-4. 36. •. I ![U - _
<br /> '. i 1000
<br /> _1_ .141_._it. '9 I RC ro _19, I75 P4
<br /> I Naval an,ka...4.nddl b•Waadbumatac wib 413o 4c Ca 1113 Cana; I Ca2N Co,.lnua C-aa}fs Caas.n.
<br /> awe A.P*Cabe a.Okla ulaly aMb.•FD ramrod a a mane Pal lees Pmpn iv Wel Ian l-..c PalJsa Papr.
<br /> try Far a.rnalwn mq.•sn.ou 1•.4 3 6 Fa pen&.q,wmeek_ In RIMYlq Frant ..a.v N pnX,a.
<br /> a.4211fro lad nalunl p d*9npa Sic Appal.A facaaa Fars,
<br /> 2 For.pea r e ds.of beau au Va 135.04..fir.JIFA a S la, 1454 p.al o 51 5.�
<br /> Pe,nd.daan.l a+.b.a.a.cu)lfr taward yl.l.yybp hm1aY.Wa w q.apan r'
<br /> be alas]114).w 1aw/vay by be ace Graft Aware; i t_ I r12 I
<br /> Ffca•Il tu5li11.•M ti-Spark clsny of et r„^b••1•+ks ton a +-'Jl I f
<br /> We NW(S•M 113 341 re Saba CO,..Aawast Fab,till rn .---d'r-t Y'- IS_v�.1 1-111,. ..-=. ....++:^^F••,--
<br /> be pore Joe I .� ... • ••�
<br /> ur. �r
<br /> tmc4 es nail
<br /> I Algaal.4u.YllaaY Gq uu tole u.o.4..Iwo.1(dnu Swab/ r �` `-' �_� <^, •�M
<br /> madam.avaa Yet I .n q.ai M I,.w.r IYa of b,f.,9 aid pal IN MI D ais ,� ,�
<br /> at1a Y.Ya ry:Whassn came..di em OSP.I 5 ly•MF•e.l Padkl.
<br /> p.ab Wba 4 ply a3017 playdpaag a cospa:.pa t416 mite. i UA . ~ li L.4•r� jt a,
<br /> n\a ale.pawed a be o.pled b.12 3 r �'';j, i:;.111
<br /> 4 Wanem art eaar of eh.6a 9f11 r, ll 3,
<br /> la li,.dso d.W bcwplmy 05 _ _
<br /> •I b.pll•p..ava.ac depr.b Me 4.ral.a of ra:ran pain Yaw -...r--. -• 1i•-••J�
<br /> .54.62.ml bb.M.r d.nes.dd1.....(InnnS..aa4•••-• (.1 pa,Pent r ar put IY...11..,N..q.la rang.•4 Om lA Pal bill..010*01.Ir,Nna0
<br /> Wawa 011.4 pal cnaa.n. 1.........113 a,Sa41.I111
<br /> Table 4.2A Nomainal Unit Shear Capacities for Wood-Frame Diaphragms
<br /> -- Mocked Wood Structural Panel Dlaphra m•
<br /> L Lilac
<br /> I
<br /> •114i _-_- -I OF.bq�rdalb.M
<br /> a laaaal.s-r•a 4•r.•4a•.rarawee r:TA
<br /> . A a.4ea•..pu.s.14
<br /> owl•Woe. •••n U•.d rMnasl.eb.•K..•e)•n
<br /> 1ld seems Ns 44.11Ya
<br /> • 1•wla ' .
<br /> 4Yn.YaIM F.. __L __..._ Ia.,.•1.1��•1�
<br /> sa Fw__iMn.wa rear.. jilI M4AP'wslrJ..Sfi gcw.--F>_I 1 _i I d Ca 1 S.1• 7-.
<br /> �0. . mama i 1b'e or I tit. c. 1 9. ..
<br /> �•16 Ibe yn.w,,, M •lw�1 let :arb_ MI ple✓•i M •l M , Ma
<br /> _ •V_- Oil nY 0L .LY p6 av . Yd6 nY
<br /> -_ • yr 3 gm IS 12 i.oa .I 1 gtl 1. •0 42 1s Vl 701 ,y ,yri
<br /> 44 1 .et v 4a ra •. 4c t so aI IF to
<br /> 1no..a1 -•.---_.y 1- ) -i Ha a , iS 6 "PAP 71 ----3 1 fAl 1' 1 F6! 1'i-• ill ? It!
<br /> �t M1� . Ma G M: '7 tali
<br /> r._• ,1.„ .yy I w F--ii"'MP 11_._?: lls :f 11 II:IC
<br /> n6-�v-' � Fl�1 � Lfr
<br /> ra ,f YC-T111' T-_'T.i.'F. 7Y-'�b_._.T�
<br /> a ,r .7. At __f1--A I 4e. -it '_-� Zr,
<br /> vl--s J..
<br /> . w .. w -f66 �7i
<br /> .. n
<br /> 1._._ _.. Y _aM.. T..Tt F _3i- -tt ,T_-sn �S-a" v
<br /> ., f II- • nn- ::�iso lie - 1 I'I'7 is u',I ,i.1 T•
<br /> a ..f6 nw --
<br /> Won Fa 1 l
<br /> 1
<br /> e r . N
<br /> left )) lW-. 11. 1 L
<br /> 11,,-"�j �i_. �j .,�5.
<br /> •
<br /> m rt .0 n 1F M 14- !. , 4 if---a- 1_-,a-1 la
<br /> _. '� 1 - B__..1_-"II- '0_�. rat .1 3 N 9._._3 fp1FCa 5f4,'oa
<br /> I50: =a1 I ✓•••
<br /> I awn. ace."all. u 4 ..ba wort.. 423rrra ('.a.1f3('...nm.. -cry fu,naua. 11 Cm.a fa a. .
<br /> ASP rba.N alemu awry W(AFD brae au.ar.a•For prand Pad le.,pey.ndia be al ka-.pub ,. Pal lab Pea.
<br /> c .34rwa.mcc426 Fn Tpn 6l ve v..Ym..let a I 16 3 .and leFrawa Fuming 1 le alp.Or rl lu
<br /> •erv.l peel.rpbpa be Appedi.Abe mama Waal '- Fraa
<br /> I ha gne d pram of awl ew Ca.Pa4Ir.Fi,.Lamb Saab par, ---___ - [ I
<br /> niaa.soli al.w c.p.a..:al>Waal b1 re a9l,..de lar Pal Data I... `- ..•. -••.
<br /> ltJamd meal al.be..earl by be Wag Caw Ada..Fa.- I00,41...Ir la 5 u 5a _
<br /> Il+os-cy.wax aka�r.Gn.,yolll..na bac knovmi�r .fl it tlsn'Ih. ! j y G. amp
<br /> 1 Apvava 1.4,aw go q io IP%aI bads ull.Ypn frano alet.11..molar rr•'N"!�
<br /> cobra r aea.•ad t yob
<br /> r.ae W.Spain m d, reR.a nuts
<br /> f,a.plyOw d web Le r4 awl GS6n)tly al C.Wdla all
<br /> w eve -'�� ""r'^
<br /> ..."lapel.by
<br /> reap...alai,uo. C..aa,alrllh wave Lay.•..1fya.Ya ems. �a. =
<br /> ndylml q l 3 pvWa b Sµgva:
<br /> 4 Nlmm.v.a.e,aa�Nab 6a.alul,a•'a..r.l4K r bee.lYhaa•..a t"•'e7- •r '
<br /> 3 Fral le ralplalbe O S it 11 It rr. 11.
<br /> yn neat .rrb.4naea.f aura pal"iamb ripe
<br /> .Y•lad e.dam.d dram of lam!malbr•.a�6 aroma.' - >` if3 7 4.
<br /> 41e Pad alms l -we« 1....-.
<br /> Ia Na1....nag fa ea a pa lvb a,b....e.t.aa ra...d dYo a orlAur.a Baia to spas
<br /> ;Sn Sea 125 W Sate 3.1231
<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 11111=1=11 212-•If/156-•I1 297-•If/219-•If
<br /> Root-Blocked 7/16" 4"/12"oc Y EMEMIIMMEMIll 437-•If
<br /> Floor-Unblocked 3/4" 6"/12"oc N 2x DF or 3x HF 240-•If/180-•If IIIIMEMIRE
<br /> Floor-Blocked 3/4" 4"/12"oc. Y 2x DF or 3x HF 360-•If 505-•If
<br /> L3.1
<br />
|