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2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing)
<br /> Table 42C Nominal Unit Shear Capaolties for Wood-frame Diaphragms
<br /> Unblocked Wood Structural Panel Diaphragm LI.1.4•a
<br /> --`"�� �I I aearlie E mND
<br /> b+.Nall Sproeing al
<br /> i _._ MlYnum eltlmurn I mnlnal laGdw l i in NIM spcirg•t dNPlingn btwtMadea dlapMapn bounderin d +
<br /> Fefewr 1 rdprrdttal faar PaHa alK so Dried eatrl ad K au PrteD neleD
<br /> ahwa07M9 Grade - PenOatfOn t tanx OtgNrxd Caws
<br /> Mar ace 1 � [a0r eae*'1 E.sv.R3,4,S,6 Lue4 1
<br /> In Frsmbq AdWrss wel
<br /> t1n.) Itn•1 maw n" � v. o. •. s. j a. ..
<br /> t n9I_!I'LY-' 5 PLY __.. ___•
<br /> ad 1.1l4 Y45 ] 350 9.0 7.0 1 M G.D 4.S 4- I 3SD
<br /> ] 70 T.D so 5 200
<br /> 61Uillill ad 1.316 we 2 4 6. 7.0 360 O.D A.5 670 505
<br /> 7 eA 0 ]4
<br /> tOd ' 1.1? 15757 2 90 74 t0 ;QO 430 9' 7.P &:0 bV0
<br /> 3 _ 640 72 Rel1
<br /> 5176 ry -2 3M 0.0 5-5220 6.0 A.0 420 310�
<br /> M ) 1•ip 3 [.. 7 7.0 55 50 n 47 750 '
<br /> I 2 'IM 7.5 55 250 5.0 4.0 4e0
<br /> I ]I! 1 7 5 2A0 4.0 30 SgD 3
<br /> -- ) 2 430 S.0 b.b 3>0 GD 4. - 6G0 450
<br /> gEaelrYfr'wtl '$ Aso e5 M5 s 5.G 'a.40 55 4.0 l 'MS 475
<br /> 00 7- .a 4. sw
<br /> 4a0' 7.5 5.5 �:36fl. 5,a 4.0 1 0 S05
<br /> _:1rJ32� 6,p aA 34
<br /> 75722 570 15 00 ' 3a0 iG aA 'T S 530
<br /> lOd 7.1l2 1 5a0 l2 a-0 V 430 6A ,,,_., sW
<br /> 2 5T0 13 a.3 A30 a.5 5.a &]0 6tl1 E
<br /> i ! 640 7. 7 D,•„. 005 ? FTE _j
<br /> I.Nomin.i wil lhmopacurcs fhvll�adjc+Rd bla+rd.oa+id�alJlc du tism l6JScntavnus G«v7k4 Finaum. paa.s&b cbeanvou
<br /> IsnnvuhSP.11owahkuirabe.rolneily llU LfIFU M[[«nG anlrnlxDr�a. Pa«l1mDPnpea4a4u A.x'41.aim Penikl n M1Kllaiod P P«Llkl 1k]
<br /> Fa total coesnvclion mryoclrmar R.r 426.Fa apeciFe rc�uienanex� tP Fiamm7 f iae muilu end Y
<br /> fssA�.T.i kraew0 amoral pgaxl4iaphn�+.So:Appeo&.Abcmmrpn I Frzleiaq
<br /> Dail di p
<br /> ?.FO SKK PIhitn timree=ad ncelt..4.1s 0111 :gn pPw_*w P:a 4KT rn-ii+-..by ¢uhcnl L*ae F'ulcl PllsSralnu
<br /> 41-l1-,P.-ob,�spa
<br /> �.•ayna,++hl.at g
<br /> S J���LL.... �]Oak
<br /> Per II ID. u)3,-G� fie(e«iq•ef tha 5«rdeg5wlhr from rt 9 -
<br /> I!c A'Of(Teb1e t37.l Ai,77x SpvaSe Cneay Adjul:Inm TxG dell nal
<br /> k Lta+ilrr lbw 1 -a.•w•.�•.•.
<br /> ],A6paru hxsl abGn�lata�.G.uc Curca oo na 15p w O.m 4 .,
<br /> 'bm Mxs I M n erlLal m 141s a dme M 58 113- rA panel Ineg Pa:1 n+pe
<br /> alRmrw}asf a+allo48DGdmrJorus wlhettMr OSO ar l�rLr PlrwPDi PaNld to Svppmu' I.
<br /> paxM wbaua PNm`--plP Plvevoud paadrwumpalbpecy u.sHC.G. 7 1 �L� t� I.
<br /> I«>ldmuo-:pmw,4dlPbc®IDiWdF37z 3- FE�.
<br /> /.A'Afasr+iflhaxmrcn:oplhc bvxoiogu/+CIO U4n 19?i a:liar of rakli:a E );- L. __
<br /> 5 n.rh1 v'. awLdl h diapDmhlp a b1. -_ v
<br /> diLeubn of emGnwJ+pme!lane.
<br /> wf,rL:prflnoaf t•m•r6 eaar J.walamaorrrawaa Dxff.m•D,soda �-�wrlxT-..aFeasa...1.µ.]..s.,.nbb...a~,,.l,.ra.e:nJ.wwl�:r�'a..w.�prrr..a..lww.=llQa.
<br /> mdepmdrn.of Ae penal«ieraukn x fi�9..a=.]3,7..J J•eFe+:lll
<br /> Table 4.2A Nominal Unit Sheer Capacities for MYuo6-Prate 0100ragms
<br /> Bloomed Wood structural Panel Diaphragclai•'A'A --�•-
<br /> �«>c rlD
<br /> - !W fait P
<br /> Letfna..Vn W ra.o}«wlMee
<br /> nreRaO Wlxeepayef nnti.«>«mwewu iex edpsa Prabtl^ar :.wrwaf«al«ln'm°I�as 4
<br /> rnan..ri •
<br /> =N«Ii.b1laes
<br /> aruW Gam+.n•n•ievxnenM w J _ a
<br /> n..t Pa
<br /> _IN IM- O Rv P6D PLY PID pnRv OW RJ'
<br /> 74 >`� + f as A 15 SlP 1a5 ra ILA
<br /> 4 RC l-fM YM S oo i? e5 !T ss !i I '{D 11 � let ]lTS : 13A
<br /> 17
<br /> �,c•WI M t•1R F! f a I � ]3 l5 +Wi a 1 K � l6p ', i! tRY
<br /> t Q4 ti 10 wri lhro r0 fD 1 fYP M U Itb 16dJ l5C[
<br /> j lb 1-In lan] AA n le f 9Y. t] AS N 13 +3 11p4 f fa 19M lM5 5 i, 7]as
<br /> Yb I 54D 15 14 atl ;U ]D afD 1 u u4 n '3�1 as ua uD 1E
<br /> Y 1.1N J '� t 40 5'1'i if EG 1W 10 e4 ] _b FJD lrt]9 I +
<br /> l „ 31P lJ P.5 SW Eo 15U P ! 440 7 PJD � i]D
<br /> ]w 5 SD
<br /> le ilk
<br /> IA5 !i
<br /> A
<br /> !.n ..
<br /> I 5lP I tD !ED 15 l.f E W�0 tl L A xA 715 9Sn .- l
<br /> iSA 1iY.."-...at `n1a
<br /> f as J+YR l,5 as mP es G I
<br /> `: . 2 ��]+ as liP is 1t 1550 t r� s 5 f � hLf ILCD 'P+P IN5
<br /> P]] $� ii 14 a5[ lS aJ -1Sef �C-HA- ]e iJf I aL5 +11G 1 7Dx:
<br /> I.hJnuul wzdrs npxuui¢efy»Ithc ldRrra,:de=¢wilhJ3.sw>ranlrsnc [aux lill.fondaawx C-ii4 Ca w- CSx..566 Cxecbvr.a
<br /> ASDdbwableuoil fdrauyc-ny radLRTD McfgJEDPil mduaac.Fa rmanl Pmn'lSun:P=rpeldie.ir PuaIi_,Paralle W P=I 1-
<br /> A Pe:peo-
<br /> cve5g4nirc.mltdrt2olD L^caT.fi Fn A 15 MA0ilaDtMt.dtR 47.li M!vmE eFraminf T-.rvaL JixvW a.J Pa:asel la
<br /> Marv-rl p.x.lR4Ph:samt 61e p;+adn Ain cmvnan ai:4�nsimr Raing
<br /> 7.For apd ael des ditau rr kI "pnrea_r I b Sarhe Polo ,,,,�
<br /> cued 1 'a dJur m)>Lkfo al<II Aauf Issd by Ftiflpa55ka iPnl.noxJ P�c+fiva . .,,,
<br /> MSWarA - S -:ahw caPazill'M+bs Ssal6 G Ly Ad Yc�m� Rrra. d'vamsafgme nl
<br /> 14Dw1t IMee G-sPrs6`.c GDviry Pf lbfC �tw'.SzID d4 A415 Rabic � t �
<br /> s}3Ay TM sPxJr maam Aronm+w F aaal-��Fa leLa I. I d �j��. � �=t�«aR+t a+Rlaaz Nue.G,ar.bxxM 't inpuSaacL k�a5+a I
<br /> �`:I«.�a rp.,r U 19i'..I Iw.arnb afd wad DI�aDeD•mo:: .1�_
<br /> Mr di.atJaaPwwv�-�s.nhaau�Dse oa_mr PlP•�oawad�l>ro�r'-�r - - -
<br /> ors-FI�PlYam9 parcbmc«aposi�pa>sM„44,et G,5510 mat:xPvttihed S.eIR P•fer011mdx x« ...,
<br /> ro b nnbydail br 1 Z lhnadu alFpau• !
<br /> Mlhc r«r b groan:ha-lri a1 �la:.�n,,. -i �=•..`-• 5�"� �
<br /> c�rm rtnatell ba I.onq,!ed hJ O S a S
<br /> Ikxfknamlae:pasEgKr-'k dedi«oos opramiwmpaaclj�l4sasNropW �jFp -iil
<br /> rh bast..€dl¢dm aM do clUr of DaDdne itfadals 4M:a YldNsdral of
<br /> bl AMManwWfrtMd'Pl.rMal+uY Mlawx Ss Asrp nuq w�d.xi-fa.p paed 6reetin.p=p>daaMrxpFpxfk
<br /> Irxa b«tba377 afaStma+)lFl
<br /> l. Reduction Factor=2
<br /> 2. G=0.42(SPF or Hem Fir)...Adjustment Factor=[1-(0.5-0.42))=0.92 or 0.5(1-Joists or Douglas Fir)...Adjustment Factor= 1.0
<br /> 6
<br /> 1 • _
<br /> Roof-Unblocked 7/16" •• 6"/12"oc N 2x SPF/HF 212-pif/I56 if 297-plf/219- if
<br /> LRoof-Blocked 7/16" 411/i 2"oc Y 2x SPF/HF) 313- If 437-p1f
<br /> -Unblocked 3/4" 6"/12"oc N 2x DF or 3x HF 240- If/180- If 335- If/252- if
<br /> r-Blocked 3/4" 4"/12"oc, Y 2x DF or3x(HF) 360-plf 505-p1f
<br /> L3.1
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