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2018 IBC/NDS 2018 - Shear Wall Bolts
<br /> Table 12E BOLTS.Reterence Lateral Design Values,Z,for Single Shear
<br /> (two member)Connectlons'A
<br /> for savrri ItimWf or SCL to concrete
<br /> Mdws,,s
<br /> to
<br /> LE
<br /> n e r vx
<br /> r.
<br /> 4 >L rit
<br /> 1, n
<br /> � Yt 2x Ya Yx- zs XR 7:r Y3, % As
<br /> 111- ia. in. Ca9, ru^,. - PI3a, Oct_ Ilss. iiK:- flu. its. k�.___ 112 59q 340 53Q 344 510 0 1 G30 200
<br /> `-•10 OSo 470 850 410 810 350 00D 330 1 70 520
<br /> 1-1Y2 314 1200 460 1100 450 1130 $70 1120 3w 110o 350
<br /> 71n. f 1B41i dSPa i10 . :.fad tsxfl �7u
<br /> '1 '` .111fA1 64f1 ` !?Oth: 530 :ljrril44 I6i11 420 14&0 Atfi
<br /> _ 9 35t > '11b —
<br /> 5r8 010 410 [%JO 400 (i40 400 930 380 ¢10- 71
<br /> 1 k14 Sf4 MY) 640 1210 630 1160 4NO 1140 420� 1120 410
<br /> 6.0 718 16-V 6ft0 1010 670_ 1U4o 4T01 100 4601 1440 430
<br /> 2M.':.:,.:.twib :.::z 1`':':..:.84 ': 7Ras :....610::::.Wd ::.:.:d.` U10..... 410
<br /> _7730. N....:... , ....... ate .....:. w lr+.,ater 34(
<br /> y¢ i0T0 640 1DCf1 53D n 1kK1 400 6U.,..:.:47(i..:::040... 40
<br /> 2 1rt 34 1400 710 1350 700 120t1 6201 1270 S00 1240 500
<br /> 718 1700 O30 1770 $10 Iwo 680 16+10 ri6 100D
<br /> - 61,0
<br /> :::.:2GoAj:::.r. ...
<br /> ::: :::.:_::;470::;i:'1::. :':'..,:7C'f1.i; :i::i. :.::'.;:.:ii F:.
<br /> 1 c:::..:_01 r.'.'::10051' :``-IU70`'�;: ::G2p
<br /> 3-10. 34 tS50 � 1G40 77 f34U GM' 1516 670 1470 fill
<br /> 9111 2100 9G0 2070 050 1010 870� 1800 M. IM0 020
<br /> -- _.._... 2550 1100 2520 11861 7340 1020; 2310 f/80 22GQ 050
<br /> 1.TabulAlcd Llual d.aigll ta131cs,7.,f0s belled comae?-tious xtusli bemukiptird 65•A0 npplicnble edjas Ilutslt fnttner(Ce+7h>rle]1.3.1).
<br /> 2-Tef 131attd latelAl dcligu txloes,T,err.fY"fid6WJy diauuAlei'bo11a(sec Appendix lLLle LI)u'i1L boh I rding yield suexsgds,
<br /> F3{,of 45,00D IK i..
<br /> 3.TA1113ted jawi.l doistl vahle9.Z.ale bmui nn dowel htffiizin WWII'.F„of 7500 p3i Gx<onerire ttith minimum ft=2,500 psi.
<br /> 4-Sir iveh andor cmbcdmem a3snmrd.
<br /> .. kadal i Ifierndsad . . Cra�Lad
<br /> i S:.I Size i 1{., {. .. Ui .. i......
<br /> � 60• S!da. 1 Tay 11vil'i.sms"ASB , SOCC-F 147.Tie.aJS9Ck60 SfiCC-f -
<br /> t h I i1 ;UlrifF.l.j1 .� TP 01M111I 1110J1 f FI 1 Fx
<br /> -
<br /> St Ad=x0Walb63n Altscl dtoNAP,Sillfislo
<br /> r2r4 t6,r8,x10 (110.348x 115I(010.140x1M1 020 141611,OJ51 745 72e 11M5 /41 147bI 016 F_E3'1,'135i 766
<br /> 314,3r6 I...... Mill
<br /> 630 116 721 150 IOeO 715 475 I1165 726 416 1,02 64Q
<br /> On.-Log Up 1d3teta6n-AMAtl,ed 19 Uf1SP SM f itte
<br /> 1 2.S.r0,r8,x10{10.140r1l.i(a70:748xIV, 765 i 48i i1 6i5 6fA 846 t2S b70 465 9J0 169J ¢46 01U Lam: I.h�Attlt4SAP ---F- 1 - ....
<br /> 3r1,3 t(11 U-14P x1 Vi i('70.1411z111 -.- '760 I .-...�.-.-._�
<br /> Ywa-Legs•UpIAs4CsFA"-/,{tarhE4la UFf6PSlli PIfil9and 6tiAtwarA
<br /> �T.-.._..._....__ 1 I,105' G30'.5(:1 A5:550
<br /> INS4elMASAP!2,4,sG,sQx10 e))0140x11:: -• 010 1,105 US; 740 0G5 755 I
<br /> .............
<br /> 1 1 1 _I
<br /> ii 0Aat49241nsfa!ZWM-AIIAcr✓_d1A0F1SPWPlate I II
<br /> I MASA ar 61101r9 it DactfA 2M• 1
<br /> O0R1 f5y0 f48 x I U 1710.t4o)IA 1010'1,030; 765 1 735 too 785!05 11,011. 785 G55 I C4kt i 705!
<br /> 1 111 I IIII NG«]JtPM131!?.:?f
<br /> SlA1Nla:JlnsleliaCa•1-Jdtecha1 jr,Item rks;atriatr. \a11AlIMis+?il- --
<br /> pp 2R4 i613%1Qi1316.148%IY.�Mi OI40r115 78.1 j1,2501940 i 640`111r.0 Q711 frfl 1 1 .7t i ro 1 'At &foo
<br /> (5)0.14AzIKi(-IijO 4O)I r35 11,035t C•2_5 47G Cl5 102y 4 0 11G C7�I 6554#7" 550
<br /> - Orrdeg•Upinslit' 1k{i-lilfecfar.dlilll y fir Sl:IPIR3aanJ0FlSDrLli3d` - TT \ •� '"=`ia=
<br /> 3 1 2x4,sG,r0,x10I(6)0/40x 1S1i(310:14or- 650 033 I&5fi 1{F5( 125 I S55(440 i 830 1 7a5 431 J2b 695 ?.e '' ''r•T ' r
<br /> �';l.JsSAct►.hC4P — -P--- --�..- _ f s
<br /> 3t4,338 7 U.1411x 111 i O.la8x 155 — 070 — € — F s __ — I 'J':i;�::�`�i�; C•% 1
<br /> � ..$0; .674 -� .-...E 5{i0 1 -- - 1, li"•�
<br /> i f
<br /> 1weAtgs-Up Ira WIA6a1-item F6t$91 Plate&A HFKF F¢im6aard
<br /> ` Mh5A4•!MAS P 2...... s¢.xt0'pJ10.14tix114� - 17D0 i�ti 745 1 G35 OA _GA� 950 640 4W 8 0 47b # ; -
<br /> 00:411a?a 1 it u At ct d W Ilm_F11 Sa late - ._._........._—. . ._...._........... i r s......._........I�s...__.._...............
<br /> ¢'k• MA5hmMASAPI Da:tdt 2:fi :16)U 14¢xIK 11101<flxiKl''720'VIO 61b 6'97 1.776 1076 .145 tJ10 i US 655I 715 616 r�' 1�{•
<br /> • !!! 111 ff
<br /> I�„ IIu•,I 1�t ,> 1!•1 1ir;at,11 �, `r,l' �n i1•Ir ill 1iti 'i1r•;IF,Ir
<br /> �P1-6U 144-pIf(C)� 2x I37G ' 6(Y"c<: }UGU11 G(l"oc._._ -- __..__ ----- .
<br /> - Pl-6 ( I -- ?x_ .. _ !sir ._.._.�_60"oc -- 106UHW 52"oc
<br /> TP1�4 350 df E 2x 13761) 46"oc 1060H 36"oc
<br /> PI-3 450-)If IE 2x 137611 36"oc 1060f1 28"oc
<br /> P 1-2 8'lQ _ W _ 2x 1,37611. .-„, 20"oc -- 1250H 18"oc
<br /> —._...............�� - --......_........ �....
<br /> P2-4 700• If E 3x 1712f1 28"oc 87511 15"or.
<br /> P2-3 7U0�>If._(E} 3x 17124 22"oc 8754 11"oc
<br /> — .. .. --_. . . -
<br /> P2-2 164U- 12'oc 3x 171211 I U051J 7'oc
<br /> _�.�, ate•-:r v::_ �,.,... i,-� .�.,.c.. ,,�:.�__,,,�<,� .. :��...,�.
<br /> L3r4
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