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2018 IBC/SDPWS 2015 - Shear Wall Schedule
<br /> 7/16"OSB; 0.131"4) Naiis; SPF or KF Studs 9 16"oC
<br /> Table 4.9A Nominal Unit Shear Capacities for Woad-Frame Shear WalllEs,3,a,7 _
<br /> Wood-based PeneW
<br /> (( fdknlmun SElSk1!(: MrlND
<br /> Minimum l Flesimo r -- —Few Edge Faabeor
<br /> 1 sheathing �'.Nnmtnel perarinilIM Fraf4mer P4natEdpaFa9fealec,$pecirrplieL1....__...._-_..........-._........ .. Sjj' R[!^:1.,-......__--
<br /> MRfmlai pane! Framing Type 6 Ste
<br /> ..T..............._ '..._ S
<br /> iTlafekMppf Me0lberin
<br /> (Ina 6seddnp3 Ya G v, Ga ;..,v4 Ga v, h. Y v V. K
<br /> wag
<br /> a► .a awn a we a�PDa awn t«1+ M awn awq aPl aPm1
<br /> I iRau
<br /> waribeedbo) an PLY I 050 PLY E OSff ny � Ow PLY 1
<br /> VA"O 5!16 I 1.1m Old 40D 13 M i00 /0 a 1740 73 IS I= 35 22 4m a10 low 143D 1
<br /> i:AafwarY 460 ig 14 730 24 17 920 -20�.�fD 'I t220 43 Z4 — f070 11290 1710
<br /> P )ra I vie 1.30 ad 5s0 Is 13 700 21 16 1010 27 It [134D 40 24 715 1 1105 1415 1576
<br /> 3 1552 S50 14 1! aw 15 H 1100 24 17 I,460 - 3T 23,__755 i 1205 115t0 i 2615 a
<br /> I= 1-112 11d 5+l0 22 16 I020 29 2D 1=0 36 22 E ITO 61 a".. 960-f'143D IVA !`.7435 i
<br /> j SI6 4 tt4 ...... .. ad --- nfA 13 915 1110 1a 12 700 --R 14 M SI 15 505 7i6 ) 1260
<br /> Yeoral .YO I 400 if 5.5 I 000 15 t7 740 53 E 1020 32 17 so IMO 19fh00 =1434 l
<br /> �� �' •• 17 12 { 54a 25 15 M31 4 1a60 45 20 E15 295 !1f50 141E
<br /> t 731p1 I I-M !# a50 15 11 1 700 22 14 no 25 47 1 Ilya 42 21 $20 goo '.12F4. 1040 1
<br /> Pwoas 41f11Po�.r 1532 ! 6211 YO 10 i 700 ,8 13 gd0 25 15 I 1 39 70 730 i 1op6 E I= !1790 k
<br /> 13r32 tE20 22 N 820 30 17 1200 37 _ig I taw 52 73 570 1 t250 ,tG89 ,2155
<br /> tWs2 7-7l2 5lld asD 19 1s ,D20 26 16 1agD d3 5g 1T4D as 22 N3fl 1060!2a35
<br /> piYrrndd Nall(getwrdsvd coWg: {
<br /> 6lta , 1•IM fid 200 13 i 420 I9 i30 s7 72a 21 390 5!0 T70 1 1010
<br /> 9!8 f.9•8 ad 390 15 ' 400 I9 5M 20 l20 22 45D 0 a70 111iD
<br /> Nag(serortion m -1 1
<br /> paelaysep0am gawawtuaaa43 :
<br /> 5lplNNig• S 38 i 64 2w 16 L.—I, 44U ,g a00 22 335 505 64i 840
<br /> 5d no Is � M 20 "T'�460 71 BaD' -23� 345 5w M lino
<br /> j M4'Evvirfor tR a 2a0 70.- ._ ..-i0 _...0_ . .,.hA, _,__?4_,__. 390 Ow 763 i, 9!4
<br /> _.....
<br /> 1a1 _._., si Za 720 24 g� 25 520 :710 11Dtg'''7290
<br /> 400 21 D 29 T90 1.4 loan 20 590 + 1" 1103� ia55
<br /> 1 1 era(garearurd ree0lry)
<br /> 3&AW" 112! , 11 gs got*rsn0 ma to.120' I 3W 4.0 4 W La wo 0.0 1475 ! e45
<br /> p , oaa t•tA"lnlga 7<td'lama) .—^_.-----�. .-,,.......,�,,._ ,�,_._..I
<br /> I Shnfty ga gaN.rOafng nM110.12p`
<br /> 2Yd2 s l.3if'Wo a 315'head) 460 iA f12P Be6 s j 515 i 750 1
<br /> I.N—m-Ianiod— q—iii-d.0 be eegared in--rd.— ilh 433 se aemmim ASD nib—ble uail shear mpaedy and LRFD favored unu m'eta.m.I'm U-1 c..mtesstiw mquiivnem1=436.far
<br /> apecd'k rcgeiMMYM,an 4.3.7.1 fu waai inmerrual panel allear wells,4.3,72 for pmnici[dard ab4ar wlls.aed 4.3.73 for fiberboard a6-r w4119,See Apr— A 1m camam and burr n35 dimtestl=.
<br /> ?sbexu me permow ID be iwrea w to vahml 4wm Fier 1532 baeh(eorabw)abrmlwtg wish cline asi ft provided(a)+lids are spared a maximum of 36 inches ee cenlrr,or(b)pw ac are rppliad with lea?
<br /> dimentlall 4LrM1 EwdL
<br /> 3.For speeiee and grn4u of huolag easer ll m Dvaglaa,i-Lards wSwlk=Pim rWwCzd nominal sail ahcu eapMtliL!111411 be ddemdaed by aulfplyiag 119 tabutmed nominal+mil duw cap ply by On,
<br /> spceifie MvHy Adjn ur—1 Factor- whore G-spin w Gm11q of itie R+mein hunber Rma du NDS(Talk I L33A)_7'he Spwifi r G—ily Adjuauvwt Factor ahait wl fK miller den I.
<br /> 4.Appwens sham ahlfRga valnrca GV ale baled en nail+tip in Rarmag wdb moisaDe soakns kar rhlh Or egea!le 19%n lie,+of f lincAtWe aed panel NiMen valuol farshear wells Comi1ueled wish 4iUnI 056
<br /> yr 3-p!y ply_d Pants.Wb_4-oy a 5-ply Plywood p—L,er eanlpwitr paav 0 are-4.0,.atom than be pmreaed b tic aaaulL4&-d by 1.2.
<br /> 5.Whve mrvtwae eadrr4 of the framing is V=w"n Mai dmx 0f febrimu0n,O.mina tied be mahipliod b3.0.5.
<br /> 6.9Ai panels are applied o0 bA&M are sbw wxli sad peril rpe,�hng is kin dun 6'do adra oo eidner side,panel joints lhail Le oRae1 to r4f 1 as d111ew filming wc=Vn,as shove below,Ahemaiively,11-
<br /> width of du nailed bdeef rtrsa615 members shall be 3"nanieal m ya9ttr at 4dj0iro0g yxael edges and owls of all pp A c Ipz shall to Aagytuad-
<br /> 7.CWVU1iud mb,ahail be hm-orwpad or tumbkd.
<br /> 1. Reduction Factor=2
<br /> 2. 16"oc studs—use values for 15/32
<br /> 3. G=0.42(SPF or Hem Fir)...Adjustment Factor=[1-(0.5-0.42)]=0.92
<br /> Pl-6 Y 1 Err/12"oc 2x 2x 240-pff 1940 � 335-pff 272-pff
<br /> P1-4 Y 1 4"112"oc ; 2x 2x 350-pff 284-pif 490-pit 398-pff
<br /> P1-3 Y 1 311/l2"oc 2-2x 2x 450-pif 366-plf 6301:4 512-pif
<br /> P1-2 Y 1 2"12"oc� 2-2x 2x 590-pff 478-pff 820-pff 669-pff
<br /> P2-4 Y 2 4"/12"oc, I
<br /> 2-2x 3x 700-pff 568-pff 1 980-pff 796-pif
<br /> I; ea.side i
<br /> P2-3 Y { 2 3 /12' oc, 2-2x 3x 9o0-pif 733-pff 1260-pif 1024-pff
<br /> ea.side _..,_
<br /> P2-2 Y { 2 2"/12"oc, 2-2x 3x 1180-pff 957-pif 1640-pif 1338-pif
<br /> [. ea.side
<br /> L3.2
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