|
2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing)
<br /> Table 4.2C Nominal Unit Siam Capacities for Wooa-Frame Diaphragms
<br /> Unblocked Wood Structural Panel Diaphragms'•°•°°'
<br /> _._I_ I -._.-1 9E1510L WIND
<br /> Mir= -018.I1274.n.2.
<br /> Illnbne.. Minn.. .0.0.rplr0.. 1144.11W tpollg N 01.p01 bao0d.0. a INIr00.ba..ari.W
<br /> Fetana N2ENnal Ia.10P.e 21 pOilnit r;ed Pend _._
<br /> nfPrs 11_os
<br /> ihe.11un e4.412 um s. P .tr.O w an Pl 111a2.122
<br /> In Framing Thl 0.222 0452W 611011 Ca...75.45a1 Cam 2.3158
<br /> • PM Pry) 112.220. v.- R as9.-- al.
<br /> • y1n: '01.,:.: IPnl - Pee,
<br /> �_. Ca PLO 050 v -- 1
<br /> ea 1.1Y 6T16 32n e.o 7.2 250 1.0 45 450 510
<br /> _ ___ _ A :1: 0.0 280__-'�.i__-op _67U__ -_�•
<br /> atn.Yn51 ea +ye 25 i --5 7.0 - 3S0 s0 45 fA0 Se
<br /> 7•. 2A ate SO 40
<br /> . 10,1 : 1.1/2-.• 40a0 1 OT0 14 10 30 0.5 1.0 1 113
<br /> 31 12 BA 220 BO CA
<br /> 9l16 1 ..yDJ O.0.._85 220 O5..
<br /> ed 4 1.v5 _._ + ..J55 25 fir: i: --302
<br /> �1�, rp {? 2E0 40 10 lull2Jg- ' �.0 00 60 44 -RS0
<br /> ehlable.d I- 2 .;
<br /> ed 1410 MO ,��0 8a4y 80 3. 5.5 I,A¢_ .1 1 tTS
<br /> fbelFbw ----.,-..-1 d80 41 -5.5 • _, s.0 3A • •__ I} 693__-.
<br /> ._ �. 1532 _eo a_.: 4.0 115 N' I I..;
<br /> 1dS1 -7-- ' 10 15 fl0 MO 10 $b I5 1 5317
<br /> 111 1 Y2 I _ 1 580 12 80 ' 450 0.0 _81;. • -501
<br /> 10412 2 �26-da 5.5 1430 85 55 1 000 550
<br /> ._J____I .MD a0r AS aAr 74 _SD era 544.
<br /> 1.N.4..1.010wep.aio.bill to.dined
<br /> d 1a a.i a 422 wt. 1 tot 165ienek.1r Cm Sk1C..inma CGr51 .m...a 0C
<br /> l..min ASO.11ow0'e ann.l..nlc;ty an/1AT.bnn lal.o 6 .. Pad Joiaa PapYtol. Peon Joins 2.11 lcIPu tM.O Pme.•
<br /> A p.ml n e.al e. raryn .a msau 421.Farr b aadv Road 14;
<br /> .equannems. Fr.. P.d. and Od
<br /> soi 42.7.1 O...10619*.1 pl 101pS00 11.Sc.A.pea5.A 1T*W90t. j Pr..
<br /> o.1 fasou...
<br /> 2 Fa4.ba Yd Acaen01&aria,War OtlOt0.41144 a0 a09201. Lagp.c1 bh . al �a h.
<br /> unly...
<br /> Pic ne.tred emned Mt lbr e.454 edvatede.Goi by Adj.70:g hgwf ales a9vµvo awx` • AZAt0A r- Ill',•IrmaII.1.5.04w0 .0uap.dyylityeke 1lnauy4oS..a. I/31^��.t.l a31ianin d. 71
<br /> P.as..11(0s•a.354).ee.p00b.c.lxy ratriw.r;.ruruv5.m w.,,l. ,.:.: •..
<br /> 1r AM nb111.1247.TY 5p.dbc00.0 A41.21..1 Takla 0d1Y0. �• -
<br /> i 'n"-mon
<br /> gmry _ .�wi.r..
<br /> 3.A..1.lN2.slialos Mesa O.in bald..MI do 11312og wW '��ir.� t:.`u �� '
<br /> esoltan ow.ate Ilan a espial In IP%ad dm or000100 and pall Lab Meal laradon mo ='...
<br /> P101au0009 kr d.aplt.22101o.4.01.ekT050 In 2415119.1 Paola)laMi.., •`a 1-_:: 1
<br /> son.1Y1.4pNor2.2.pllwaad a220.25b mods.ro Yak a. tliLrBsr�' ...t .� 11 5}F,'�l Z;wr d�'I:
<br /> .2.55111.11021.41.*0 multiplied byJ2 11 1115i515a _•._
<br /> 4.m rda5 +di.0ara56.19%.tateusr... WRENS , 0011129f1tl..
<br /> do....ilumWllk 0H7lt0 by 0.0 - I.
<br /> 1.Dlblapn te.l.erc+depend.on de d0eed.ornonlauan.panel jtiN ..-..... '^e'
<br /> iaMeeMona..La rcw eblpd& a.2on am ista.at .0 ra.IM••0 W7'N4m
<br /> • 0.,....0.4. n M d.............4ed. W .n.F pl . e.
<br /> W iedpnl ariles ma lmien. . 42.MM.f 19.884214A132
<br /> Table 4.2.11 Nominal Unit shear Capacities for Wcod4rane Diaphragms
<br /> Stocked Wood Structural Panel olaphragrorPA•u
<br /> ammo eD
<br /> lro'-- ,.Jke r
<br /> uv 00..eeµes.ere...
<br /> IIi01aaPeV�la.n_Ic .1!.Mahomr6.Iman..pm.al.pN.lW ....1...r..alu..ed, 1
<br /> _ J[.r.a.aO-)�41.1.--' � 4..sae j..r1.l..I•..'^YX.aw�1N
<br /> WO..w �aa. �T_ 1- f _8-10 . i __ 8 Lf:_ i
<br /> races 5.1.1Y. -Mi�rAM-1.14�•abablM.
<br /> faealan ...Iren e,mod.nI_ 1W .mar. oa......1..1r�•�.31�lit
<br /> MOW. Y.. 'ire ' PDM�1 K 8. t O. r. a I -_ 0. ; .
<br /> at..r. _, L._ _Y'. __PIY!el I0tl._-_ w all__ lrrg6 I I.
<br /> iltn
<br /> Y I.It 110 ..` KY,"10_ ".3 -i,.• ,-n 01 I as 0 _me..t IOON We
<br /> 710 1r 12 !00 15 P.Ot HA Q . I. . ri as t1Y 111.
<br /> 1111
<br /> 112
<br /> aA 1r 15 Tad Ill .. I. +' .lT __ .. .._u toll-'I_�
<br /> II Y 1C1 .a1 1 00. 8 0 III 74 1. 18.
<br /> 17
<br /> DO
<br /> I R7
<br /> © a Ito 10,„_11 410 A to p. - l 1lr, -fir}
<br /> 1• 11.I
<br /> Y M. -I04. e o lA 0 - 703 Si 1T ; Ytvie ues
<br /> „ 4be. in
<br /> t' If `Ina .5"-- "Teo 15 as 1,>a y -i] .s Ian 1]N
<br /> >7 s to info n 1a i 1Y Al( 'al. li"
<br /> r 1,eI 0rI ; l5 - is Fi' v. Q T. 10 x
<br /> e r� ryw c L.
<br /> 'I' r ffr�1
<br /> 1-- -do .s aao Te es lam n des Qm if li tsi I a1tl a m
<br /> _._ ...ism ..,_? «: v -te 7A' •s-t ttfd t to uu
<br /> 110 12 10 me 'fool .1 1•'121---
<br /> .1 1-u 1 140 II.t 14 NO I. Li ni• .a 1a VII 6 Y aI! e
<br /> 1 232 II-1 Nn 1{ u 'WA a OS Qr _....ti Q tea a-1 ass ,10- . - cols
<br /> a TM ti to;iC to OD a.. M 11 lam PI__.11 1a1L Ill, aU alY
<br /> 1.wed.l.:Ada.rp.o...Mon r sfeinaele..wrd.,.e wale u.3 a dra.r. Cams sa:cmailman Cms lea:o.Y.a. .a..212111rua.1
<br /> MOd'a•.Nc.1:0e np.bTa.d LOD Moroi nail mama.00.0.0-.0 Pad talon Pa.r&c.lar P.ad1da01410010. P.el M.Papa.
<br /> lavmalm0l.a®10.4.2d.Pagalin npinmrta.te12.7.1 kr.o. .F.YB Mor. d+rdar ad PaOd.
<br /> ...,..Vaal n4n.(l.AsAp.ea,l0 .m A Moo ..Yl eaen" Pa..
<br /> 1Fec.pno..dp+ 0mwg doer lime 10o50-rudacl�SwdLw Pmr.
<br /> auad am.;mr aheo np.00a a1.11 be imrminel by oy.g 0. 10.M1etl11.5m '• ....
<br /> bMaliad...Ia.42.44.41.2 11e6➢a18a GM.421...Pastor. po1.8oltro SW0a1 �•r' 1:•+` .r •�i . 1
<br /> IWAl11,..0-0Pa6lu0..araemedem:.1.4,21.11.m0R..r -,id 41!0 1So "T'""
<br /> 123]M.71.:90IT.cand.A$amnon F.na dal not be p.IClb.el. P yy1�,,y,-. 1 'tl 4,eiu- 4l
<br /> 1.Aptaadeu ule*onora.4.arbre0..il dip to Ma.NCwoem. 0-'- eA".'Ml'e5A1'4= .
<br /> r
<br /> ea. M.maopgWM IFSithalr:OOf bble5..lodialda aroma.
<br /> brdi¢ayrw rmfblak+!.ilIOOIIT 050 ml1dT p�'s�Pala Vhm4py .-.....-.+, 1- a.^""
<br /> orb vela udpYb lramrlla p.4ba.1mLU.W.a.WI be.Mlaed Lyes p.eq Dxn. assni ey
<br /> IA. trdrt by 11 Peril.0 Wpm'
<br /> MeV 111..came.0.2romM li g ales il.19N.the or
<br /> nonlanna 1
<br /> a.reu crib.0.1551 y Da, a7 1 re.' ]! 37-11i 507 i
<br /> 1.Disekttm Mosoud55 0000.daectie0 dmtmmap eljobrvi101ap. ..f.'{.,.' 15t1f �tt
<br /> a1la b.dnramnimaod dcaMai d5nniaa mad.,rod 1,inkpae.I Or '
<br /> Maud.ri IL -�` �:"
<br /> m.lm. ti..:. �_.
<br /> 14 P...y...Mhwr.0.al.t•qw taw lr.a...esg.inael.0A.r4e.np.p.8nba•air 5
<br /> a.WW2=001010.3211
<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 flaming Seismic Capacity Wind Capacity
<br /> Thickness Edge/Intermediate (Case 1/Other) (Case 1/Other)
<br /> Roof-Unblocked 7/16" 6'r/12"oc N 2x[SPF/HF) 212-pif/156-pif 297-pif/219-pif
<br /> Roof-Blocked 7/1611 4"/12"oc Y 2x(SPF/HF) 313-pif 437-pif
<br /> Floor-Unblocked 3/4" 6"/12"oc N 2x(DF)or 3x(HF) 240-pif/180-plf 335-pif/252-plf
<br /> Floor-Blocked 3/4" 4"/12"oc, Y 2x(DF)or 3x(HF) 360-pif 505-pif
<br /> L3.1
<br />
|