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2018 IBC/IV®S 2018 ® Shur Wall Bolts
<br /> Table 12E gOLT8:Reference Lateral Design Vatts®e,Y,for Single Shear
<br /> (two member)ConnectlonctA
<br /> for sewn lumber or SCL to concrete
<br /> . __............__.............. ... ---
<br /> ThfrJvtes4 _...-
<br /> �_ rot
<br /> 4 D Ze Zx re Zx Ze Zy .. A Zy 4 Zy
<br /> Ibs. M. lba- fibs.
<br /> 112 Soo 0 MO 660 € g3 2so
<br /> tics No 420 1150 410� 810 350� o00 3)0 780 320
<br /> t err Nil 1200 480 1100 450� 1130 370! 1120 3DO 110D 350
<br /> 716 ib bYd1 11f7 4 t f3bw41 ROY
<br /> 640- 1700 530 :ISO ::440 1520 :d 1480 =`'440
<br /> 61B 910 490 900 MO
<br /> .... 480 840 400 e30 MI 819 370
<br /> 1.314 314 1230 640 1220 53D1 1160 490 1140 420 1120 410
<br /> 6.0 711 1830 69D 1C10 670+ I U 0 470s.. 1M 460 1400 430
<br /> and
<br /> I:: a cso: 2oen6:.. 81i:.:._fe2o c� i.:, i7�a nfD'. :. 430
<br /> 5TG Oroa!¢r . 618 10T0 •640 1 €,1....._-060 480 98t1 470 978 4B0
<br /> 2-iM 314 1400 7i01 1350 7-1 1290 8201 1270 600 1240 680
<br /> 7la 1790 M! 1170 8104 I"D 6W 1640 scot low 610
<br /> S'y0".:!20�0 730•. y00:' ..20�:::..�
<br /> 47 7D0 4 890 1
<br /> N6 11140 ... t/4D g IDDO ¢�. .:10DD � O10 �zg
<br /> 31rz 314 16?& 3 l �87b 880 OR 870' �4fb '
<br /> 7/B 2100 2070 9 1910 87 1880 owl 1840 ex
<br /> .,__....2550 --1100 2526 t1 2340 4020 23t0
<br /> 1.Tabula?ed leteml detigo values,Z,for bolted comic'liome&bull be multiplied by all applicable adjustmeal fbctore(ace Table
<br /> 2.Tabuleud latanl d-aign valuer,Z,are lot-full-body diemetet"bolts(see Appendix Table M)with bolt bending yield sutaSik
<br /> F,y of45,000 Psi
<br /> 3.T&W tsted Iataal design values,Z.ate based on dowel bearing sttengds,IT,,60.500 pai fee eennrtxe pith minimum 4m2,500 psi.
<br /> 4.Six inch anchor emindmmt assumed.
<br /> _....._._._._._..........__.........._...._. s _....... ..... _... .
<br /> I Futeeate�.•tS _ Ailormhlaload - _
<br /> Atodrl i 9naaaked Cra txd _
<br /> Ho i 6Y15ue
<br /> Sidm 1 Yli iNW OCASBu µ`
<br /> °P __..._.....:..._......... ,SDCGP 8lndaodSDCABB 1 511CC-p_......
<br /> UI Ft : Ft l N.�._Fe i Ft 160411 Fi FQ.1 UP1Ui j FL I.F2
<br /> Standard ImWtalat-Altxchad 1a DF/SP Sid Ptah
<br /> FA4SAerMS., 2a4,r6,x8xW)(3)0.148xts1(6)014Bx1K 920 141bi1095j.N6_.. f235 1045 750�1,418,Slb l 860 11,235 7bb
<br /> {5)0.148xt )(4)AN8x11SI 630 1,165i 7?v.�65010NI 726_ 475 11,165 726;415�i.D20�640
<br /> — One•legUplostalelloa-Altarhtdto DROP$11 Plate
<br /> y fAIASAatMASAP�Ys4 tOx6.xI01810148X1% r)Ot48M}it 755 965'095 6E4 B45 1 995 570 066 i 030'A0 B45 BID
<br /> t..- 3W9.8 '(T)Q148ttY.}(71011Bx1H 60 t--�— �.685 160
<br /> _ .= � -- 1
<br /> ' isre-islsifp lmtallalion-A1LLehed to ORI PS11 Plats end 9lmboatd
<br /> ......... _..... .. ... ......
<br /> € :MASAa1AASAP;2a4,x6,x8,xiD,(�0.148xJ%j — SID 11t46 865: 740 965 755 1,105 030 6691 085 650
<br /> OmM 2x InaleFatlon-Attached l4 DFIS_P V4 Plate
<br /> Dmak 2t4, _. __
<br /> F
<br /> f :?A4SA«htkS4P. t (5)0?48x1%j1C?)014sx1K 640 103D 785 ?3b D00 785 $Y5 1,030 785 f 655 f 900 765 ( J ttakV$SIa4Sl7
<br /> F t�
<br /> Seardadlul&1k0an-ASIaahWtollaafY611Ptaie fuemt(uaoc j--
<br /> 2r4'z0 v8 a1D"+3)0.14Bx1K(4)0148x1K 700'1,2S0:940 040 110ED.'9J6
<br /> E' �+14SA tr t/ASAF+,> -w J I _ 2N,Ira F1
<br /> �8s4&�d (5)0.140tfK! 1Q.14BxiyiI 535 1_065 b26.416� 075 625� t t r; t� .e 550 3ttot3h `
<br /> _.. .. .. __ ��...... L nud a• i
<br /> OtN•lsy4fpinslelatlon-AHacMdt&Hemftr611%afeeadHFISPFsIed � � �- e
<br /> F >. `yf
<br /> ` I2x4,r6.tdf,x10 ;6)D 148x FK'(�D.HB t I K 6SO B3)1'855 565 725 656 420!830 795 47D' 725 6115 2 =4}'� i� r
<br /> t E IAASAat1MSAP.——_.�—.I...-..- _-- --��.. _ _._ .. _I4
<br /> Sal,3z6 : 0148
<br /> x1111 0t48xIK SID — l - 16AD� — — ! 670! — ; - ,690 — {." ' ;: t 1/
<br /> I Taro-1106-U7IRSUR6e1an-Hem Hi$11 P1ab and IIF7SPF 8lwMud
<br /> AIABAaAIASAPt2x4iS,x8,Xi0i(9j0.148x114 700'95);746 i 636 e$0 650�545 i 060(640�480 j 89D 476 I I I•.•.
<br /> . OMV4fxlmWtatlon-AllschedtoHemF]r$11Me .... _ �i�,':•
<br /> _.. ! _ IY
<br /> 01ASALi1AA6APi D,>vbfe�6 t(�Q+4Ba1K�(?)0:148x114�720 ON 675 f 6)0 I [545;a9D 676,MS
<br /> i 775 675 'li e� t•�•r.-
<br /> 1775 675 I 4.,
<br /> Yt ilE' i Il i'tt'lf r6•}'� �(.1',�r I�t tii•,c hl.�j�t � �u,hs t ��(
<br /> lls. I ) i•aij� �'1it�.'S t I III1 ) e7_..'I,1 I,ii� - J M(Llam
<br /> P 1-6u 144-plf(E) 2x 1376# 60'oc )060# 60"0c
<br /> P1-6„ ._: 240 if(E 2x 1376# 60"oc 10609 52"oc
<br /> P1-4 350->If E 2x 1376# 46"oc 1060# 36"oc
<br /> P1-3 450- If El 2x 1376# "
<br /> 36 oc 1060#. 28"oc
<br /> _._._.__...:._...................................................._......__.
<br /> Pl-2 820 Ali f iWl 2x 1376# 20"oc 1 2 5 0# 18"oc
<br /> _1`24 700-plf(EI_ _3x __ 1712# _ 28"oc 875# 15"oc
<br /> P2-3 900-Lf(E1 3x 1712# 22"oc 875N 11"oc
<br /> P2-2 1 b40�If(W 3x 17)2# 12'oc
<br /> 7 oc '
<br /> :...,
<br /> L3.4
<br />
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