|
2018 IBC/SDPWS 201 - Shear Wall Schedule
<br />7/16"OSB; 0,131 "($l Nails; SPF or HF Studs (V 16"oc
<br />Table 4.3A Nominal Unit Shear Capacities for Wood -Frame Shear WailstAls.?
<br />wood�tl(tslsd P'61nols4
<br />A___.
<br />BOOM
<br />...... ........
<br />....,.._
<br />8
<br />wow
<br />fNnhnun
<br />tjm
<br />I6 1.3
<br />NaninY
<br />FAA not
<br />Pseuketlon
<br />f-oal6ntr
<br />..._...._.....__......._
<br />........_
<br />Psnsf
<br />EdyO frutaner 6pacin8 (in )
<br />..........�........_....-------
<br />NowlIE r-astatl6v
<br />(in.).
<br />MalrlteE
<br />WWII
<br />Pond
<br />in Fnmin I
<br />Typo a 8trd
<br />—
<br />..
<br />6
<br />_... .:.
<br />4 ..
<br />.....
<br />a
<br />-..Sp6rdnV
<br />4
<br />3
<br />......
<br />I 2
<br />ftikitnsss
<br />(In.)
<br />Utsiabtr a
<br />8loddn6
<br />_....
<br />v.
<br />_..
<br />da
<br />V.
<br />Ga
<br />V. v
<br />.. .li
<br />V.
<br />.
<br />0.
<br />m.
<br />(p1f),....
<br />(hlpellnj
<br />(piQ
<br />(kipeRn.) (pig
<br />(Upar")
<br />WQ
<br />(klptfen.)
<br />(tin (pin
<br />(Pin
<br />(Pin
<br />9�Ya4trdobval
<br />"IS
<br />PLY
<br />b218 PLY
<br />088 PLY
<br />Gab
<br />PLY
<br />i
<br />4`1004
<br />Sttvtaral
<br />5tre
<br />1.1f4 _.
<br />_ _ed
<br />400
<br />13
<br />10
<br />ew
<br />16 L7_ 1760
<br />93 Is
<br />1020
<br />35
<br />22
<br />6e5 bed_.
<br />_ -----
<br />_1060
<br />1930�
<br />p
<br />eLVt6rr11,1
<br />8111
<br />7ne
<br />1 1W
<br />w
<br />460
<br />s1O
<br />to
<br />to
<br />14
<br />13
<br />120
<br />790
<br />24 17 070
<br />21 Is low
<br />00 20
<br />27 10
<br />1220
<br />1340
<br />43
<br />40
<br />24
<br />24
<br />545 1010
<br />715 I'll
<br />1290
<br />1415
<br />1710
<br />lets
<br />�
<br />1.2
<br />ee0
<br />_
<br />_ 14
<br />11
<br />M
<br />to 14 71011 __24
<br />11
<br />11fA
<br />57 _
<br />x7
<br />765 ms
<br />y5:0
<br />4045
<br />O50 1e10
<br />i 1850 12435
<br />tent
<br />1.1rz
<br />1ae
<br />Y2 16
<br />702o is 2G
<br />1330 35 22
<br />1140 51 26
<br />i®�
<br />t
<br />t•tro
<br />m
<br />a6a
<br />le Ix
<br />7w
<br />24 t4
<br />e6o
<br />]7
<br />46
<br />its
<br />t)d0
<br />1 0
<br />ykw
<br />_.... _
<br />_—___,,.,,, .-...._._...
<br />_.............._. _
<br />400
<br />11
<br />as
<br />so
<br />u n
<br />70
<br />20 o
<br />im
<br />32
<br />y
<br />5e0
<br />640
<br />s600
<br />1476
<br />1401
<br />.. _
<br />"`.17 12
<br />I40 •-
<br />...�7p __..31 17
<br />_
<br />SOLO 4S 21
<br />Ste
<br />Its
<br />...1t$*
<br />711s,
<br />11"
<br />ad
<br />4a0
<br />15
<br />It
<br />700
<br />22 14
<br />t00
<br />2A 17
<br />1170
<br />42
<br />21
<br />610
<br />810
<br />17W
<br />U411 {
<br />Iva
<br />870
<br />95
<br />t0
<br />769
<br />tt
<br />060
<br />25 15
<br />taro
<br />Yi
<br />0
<br />7
<br />JM8
<br />1370
<br />17eo
<br />_
<br />�'off—
<br />620
<br />22
<br />14
<br />020
<br />,,.13
<br />30 I7
<br />1200
<br />37 t0
<br />(54
<br />...
<br />52--
<br />23
<br />.
<br />"-3(6§-
<br />.
<br />law
<br />. ....
<br />Vitt
<br />10d
<br />w
<br />10
<br />13
<br />1020
<br />26 16
<br />1S30
<br />39 is
<br />1740
<br />90
<br />22
<br />70
<br />11190
<br />1
<br />i
<br />1566
<br />I 1e60
<br />2435
<br />d
<br />Nell i9alrtnLod r+alnp
<br />___I43V
<br />via
<br />1414
<br />Od
<br />250
<br />19
<br />420
<br />t0
<br />SO
<br />t7
<br />M
<br />21
<br />390
<br />? 540
<br />770
<br />1010
<br />88
<br />13t8
<br />6d
<br />a70
<br />16
<br />466
<br />14
<br />as
<br />20
<br />610
<br />22
<br />4600
<br />1 e)0
<br />00
<br />1 00
<br />(teR,RAO et
<br />F44tUlODdfd
<br />6hra'14r9•
<br />QatvaNudlwe)
<br />Sd
<br />NO
<br />16
<br />.......
<br />f(U
<br />......, f7 ....._
<br />.460 ,
<br />10
<br />6"
<br />TA
<br />A35
<br />�
<br />IIS
<br />940
<br />>td
<br />341
<br />1 SW
<br />010
<br />0a0
<br />dta,e-.d
<br />9t) la
<br />aa0
<br />4lei 21
<br />030 Ia'�..
<br />U141fIierbr
<br />In
<br />_.....__._'fAd..... ................... _
<br />...
<br />26o
<br />le
<br />..21..
<br />420
<br />. 0 ..
<br />640
<br />72
<br />7w
<br />2�
<br />290
<br />eW
<br />753
<br />NO
<br />me)
<br />{�
<br />870
<br />ee0
<br />21
<br />720
<br />14
<br />Yh1
<br />R9
<br />a20
<br />t 770
<br />1010
<br />121id
<br />.. SB
<br />400
<br />21
<br />$is
<br />25
<br />24
<br />1010
<br />20545
<br />( e35
<br />H4oltla1v4n4edrooRnp)
<br />_ZV
<br />{
<br />lie11sa.yltr.roolllo�f,120'
<br />S10
<br />IA
<br />4f0
<br />GO
<br />670
<br />bb
<br />!
<br />41b
<br />tiz�
<br />I
<br />------—
<br />_........._...__._—
<br />940
<br />..............._._.._.
<br />40
<br />460
<br />........_.
<br />6.0
<br />520
<br />56
<br />11
<br />41S
<br />_st.1A'4orlpkipClttad)...
<br />: 1.3a•lan0 s 31d' head)
<br />I. 11t T—I un9 ahcrr taparidn 1H0 bt rdjwld la �rtrdante a IIh 433 b d6ermirc ASO ellowaWt anll ahnt mprcity and LRFh fineartd tnh mlrEanee. Trxserenl roan-diw, regalrrmeen w 4 10. for
<br />epetintnquifemtnw.oft 4.7.7,1 for woad rlroctural pncl lllear Will, 4.3.73 for pariMebmd HI"?WAIV,4nd4.).71 for a5stbossd War wills. Ste Apprnill A feit eonaR vi and tot call drnncmiau
<br />2. Sh6m en pam4W m be frKrraud to vahud shown tot l W2 lorb (daatinan Kh is da with tame sallies provided (a) cola are spaced a maridatea of 16 iocbes w center, or (b) Par& are applid witty loos
<br />dimension urois pads.
<br />3. For sprain and g,sdea of fwrning other ebm DDAIarPirdarrh or Sputh m Pint. rodut:t J aomlw l unit short tapschlea thell be dN4mdcod by rouhiplyin3 IN 1121dn d noudkal pelt ehtar a-4puity by s,e
<br />SptsitkOrsdi•A*IsbnenLFactor -If•(OSO)},wAer,eG=SperifioCmtityofOloframhf3hmbttfromacheNps(T"111.)AI Tim SperlfibGravityAdy,slrnmtFactsahallnolbeaa*Wdon1.
<br />4. Apiaaeni shew IIIMC t tnlubs tl- 4ra baud an n2117119 in fratnlas wiib enolaU,reeoivenl lrrs than a equal to 1995 N dme of tabr'tr4i?on wad psael tlef6ttfs vsluef forshat valbeoniovtteal Mili rllher Li48
<br />or3•ply plyenod pantie. Whun 4-ply w 3-ply plywood pvx(a m toavpoaite pmcl, Am -do, valor( atoll be "ilia to In muftiplkd by 1.2.
<br />S. WiwemotrlutacoMMOfOel)orning(sarestrrthu 14pietiim4o(fnbk4gnn,G vsluamillbrmulllptidbyOS.
<br />6. Wlwtdprarlt errapplid odbath Idces ofs sl%w wall and nail"dq u lttl than Gaon tetdu oo ddatr lot, pmtljoinit$lull be offal to fall an&ff"tnl framinam mbers ad shownbrloav,Altrm.tiMy, she
<br />width of the nelltd Fur of fno&,q nwnberr shale bt Y nora161I w arltter@I bd)olnlna pond edtn end mill it 441 pa ail edee5 shall be Nlfgertd.
<br />1. Oalvanttd nalll than be bo66'r•,ged or rambled.
<br />1. Reduction Factor = 2
<br />2. 16"oc studs - use values
<br />for 15/32
<br />3. G = 0.42(SPF or Hem Fif)...
<br />Adjustment Factor
<br />= (1-(0,5-0.42)l = 0.92
<br />3',�
<br />n
<br />t/till
<br />ij=� F•y) t,;,r1�J
<br />f+t'7
<br />�11�1';;<nl �l)•lr(?1-'-
<br />`t'l'f 1�liil lint (.(all k
<br />Jhl'tlltl�l
<br />`il-Eirf�lf:
<br />' k l,lgl. Ilf:�
<br />e'., .mW
<br />�
<br />aw „�
<br />�
<br />3r,f
<br />-
<br />P 1-6
<br />Y
<br />6"/ 12" oc
<br />2x
<br />2x
<br />240-plf
<br />194-pif
<br />335-pif
<br />272-pit
<br />1`1-4
<br />Y 1
<br />4"112" oc
<br />2x
<br />2x
<br />350-pif
<br />284-plf
<br />490-pif
<br />398-pif
<br />PI-3
<br />y
<br />1
<br />3"/12" oc
<br />2-2x
<br />_.._..
<br />2x
<br />-----..__....._--
<br />450-pif
<br />— .._......_..._........_..._..----..._...
<br />366-pit
<br />_
<br />630-pit
<br />....._._........... ........
<br />r
<br />512-pif j
<br />P1-2
<br />y
<br />1
<br />2"12"oc
<br />2-2x
<br />2x
<br />590-pif
<br />478-pil
<br />820-pfi
<br />669-pif
<br />1`24
<br />y
<br />.,�..,._.........---_.._
<br />2
<br />V/12" oc,
<br />ea.side
<br />_........_....._......:
<br />2-2x
<br />3x
<br />700-pif
<br />568-plf
<br />980-pif
<br />796-pif
<br />P2-3
<br />y
<br />2
<br />3e1/12" oc,
<br />ea, side
<br />2-2x
<br />3x
<br />900-pif
<br />733-pif
<br />1260-pif
<br />1024-pif
<br />P2 2
<br />y
<br />2
<br />2"/12 ' oc
<br />ea side
<br />2 2x
<br />3x
<br />1 180 plf
<br />957 plf
<br />1640-pif
<br />1338 pif
<br />L3.2
<br />
|