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2018 IBC/SIDS 2018 - Shear Wall Bolts
<br /> Table 1.2E BOLTS;Reference Lateral Design Values,Z.for Single Shear
<br /> ttwo member)Connections'"4"
<br /> for sawn lumber or SCL to corrrete
<br /> C r p M4
<br /> 4 Zt ._. _Z, sl I xe Yz to Zi
<br /> fes- Ibs- ( Oa6. lbs. Ills_ bs. Ips. tbs
<br /> 1f2 694340 wo 30 Elbu 3101 540 rsx 290
<br /> M Ebb 420 55D 4101 810 3"' 600 3301 780 M
<br /> 1-112 &4 I 4200 460 5190 450 1130 370 5720 1100 350
<br /> ,=
<br /> stN . RIP 4-00 9W 400- '.AAQ s.300 6'75.- SM 810 370
<br /> 1-74 3N 1 i230 640 1220 630 11so 4$0'1 1140 4201 1120 410
<br /> 6.0 N6 I 1631) 680 1010 670 1640 470' 1620 40 1400 430
<br /> ,ems head p -1- so .177Q t71n >ltro
<br /> a — �o ..
<br /> P—tar •3f6 iT7 � 540 10S0 5301 950 �480y 96(1 470.. 9/FO .A
<br /> 2-112 314 - 1400 710 1360 706 1290 620 1270 6w1 12-00 sw
<br /> 83 718 f 1700 0 1770 810 1660 fi90i 1W 88EY 16D0 610
<br /> .
<br /> 3 il2 314 iG$il 7� 1640 770 1540 6901 1510 670 1470 a6
<br /> 716 2100 9r><J�� 2070 1910 8701 4880 6501 1840 62Q
<br /> 1 2550 7190� 2520 t950 ISO, 2340 1020 2310 QW1 22M 96Q
<br /> 1.TabiAved lateral design i4ves,Z.forbchM carmactiopaAhap bemdltipliedbu ell Wheable adjustmcd factors(sea Table
<br /> 2.Tabut=d laxeral rkei8s szlnes,Z,are for"full-body diameerr"baits(see Appeodix'I'sble Ll)luith bolt bending yield svea3lb,
<br /> T,y,of 45,DO0 psi_
<br /> 3,Tebul icd laudal design~Ants,4 are based wx dowel bearing strmettx,F,:of 7,500 psi fa coacrete mffi minimum�'-2,500 psi
<br /> 4_Six inch amckor cotbcdtaeat assumed.
<br /> _... -
<br /> bllo - -
<br /> - t+auks Loads _--� Fas7enere{m 1
<br /> Model 1 tfncntcksd C�cked _
<br /> h0 SdtSue Sidai Fop 44mdandSBCMOM SMCG+' andSOGk&6s' &pCGF`
<br /> i.... _. URI[€1iFt 6P1di_.,.F7 F2. Up, h. - F7 UPIU1 Fj F2_
<br /> Standard lnstaRaUun-Attached to VFJSP SO Plate
<br /> 2X4,x'B%BxiO {3)U149x '4-lr;)tl146x1?5�9Z0 1475 1035 74� {125i1G45 _955 17475 _�87 660-.�1,235
<br /> 1 fAk.SA nF.UikSAPo-__ »..._ -
<br /> .x 3fc3x6 i{510 ASxir4,11C14F; '630 1185 725 .b0 j020 725 475 1165'-7c5 41'.-tO2p 640
<br /> One-Les-Up in.StEA ti0n-Atfaohedto $Ili Flsta _
<br /> '2Xt,X6,X8,XI6 clLt4bx h t 014Exthh 7�5 E6a o95 6�1.6a5 905 5r0 965900-5p0=84 810
<br /> R1aSkaMkSk.
<br /> . 3a6 3K6
<br /> � 7w0-Le9s,Up lrstslEe6on-a%ached to DPfSP Sill Piste and Rlmbndrd
<br /> 6 ;KQA of MASA= 2x4 x6,X0.X10 (9I O 148 x 11k... 010 7106 065 740 MS 755_� 11105 Es9 560 �5 554 f
<br /> ... _ ..._..__ .. ____..----. __ _ ..---- —. - ..—
<br /> WBble2K71100111ioe-Altaehed to 1P11 Sill Plate
<br /> 0 -A1A5k�lSkSA [ 61> 2 ta}p148x Ih!(2)p:4871Yxf 840 t1130:765 7 :.e' 785 fi'+a 1030 lE0 55' 40G 785 4aombaka¢s(edacto
<br /> to,sae ra�muttec
<br /> Standard ln5lallation-Attached b Hem Fk 5111 Plata -.".I lxe ebc)-
<br /> '.,,t} a4"s61a� `'�31p149x 1%rt60t487tY. 793 2�11 940 bar 10c0 9�tf. fs0 y12a3}'t5 711: to 2426, Fi
<br /> �Sk ,$idk5All t Sdt>#.1 i
<br /> ' Pi (510.148x1ui (4JOh487+, 1 30P _6[5�45 ' 07 825 1 au ( 055 :625 sS5a 550
<br /> One-Lag-Up InslaPzfl r A Cached to Han Fit Sill Plat and HFlSPFStud- l ,,..?
<br /> 2n4,e6 Xr X1011610 48 K 1 i5'I(3)0.146 x.1Y5 650 E30 80 -565 725 1 855? 6S0 - E50 705 ,30 72 -69a Fp �. , '`r y-`•• t
<br /> ..x 1 Y.' -i - _ ,r""
<br /> ... dzc 3z6 I{7)016c RG.1u6x};zf 67,
<br /> TwcLegsUpinstaliehe Hem FrSPlFlaleandNFJSFIrkimboard
<br /> rI• i 1
<br /> -t
<br /> MASkorMASAP cr;,x6 x8.x70 (91014Ex 1 h� 7G0 95G 745 63� 830 :650 546-�950' 640 484
<br /> .._ .: -
<br /> Iloobl-2xinsislludr Attae,'IedtoNem Fir SIR Plate
<br /> po,bleM. -{- { c55 ..7 675
<br /> 1rt hL=S40'MkSFF La�91 2fi6 (a)0144x 114.(2)0148 r,i+ 17�0 fio0 675 637 718 Ee c,5!_,45. OAO 675
<br /> P1-6U 144-pif(E) 2x 1376# 1 60"cc 1060# 60"cc
<br /> P1-6 240- If 1E• 2x 137b# { 60"ac 1060# 52"0c
<br /> P1-4 35C If(E` _ 2x 1376# 46"oc 1060# 36"oc
<br /> P 1-3 450 if 1 El 2x 1376# ` 1060i _...._ 26 oc _._.
<br /> L2-4
<br /> 1I2T _820-olf?W)-_ .. . 2x 1376# 20"oc 1250# 18"0c
<br /> 700-p1f JE 3x 1712# 28"oc 875# 15"ac
<br /> 2-3 900 p1f.iEt 3x ( 1712# 22"oc 1 875# 11"0C
<br /> 2-2 1640- ff'W) y17124 12"oc 10051 7"oc
<br /> L3.4
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