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2018 l C/NDS 201 - Shear Wall Batts
<br /> Table 12E BOLTS:Deference Lateral Design Values,Z,for Single Shear
<br /> ,_._M
<br /> (two member)Connectfans-24%4
<br /> for sawn lumtser or SCL to concrete
<br /> . . ..................---- - ................—...................
<br /> .. . . ................................................ ........ -...
<br /> 15 n
<br /> S #
<br /> o
<br /> oo
<br /> tm t 16 0 Z. Z'L ZS Za 2. za Z. Ia j i1 1i
<br /> kt in. ie. I ire. Ill I We_ Ass. Ibe. tb& Use. 1bs be. be.
<br /> 112 580 ;
<br /> SIB i BMW420 No 41T 810 350 no 380) M 320
<br /> 149 314 12W 46D 11941 450i 1130 370 1120 3W 1100 350
<br /> 7/8' •.fwa :IBR : 39v ill
<br /> 6r8 91D 490 No 480 840 400 l90 33BB�� 810 370
<br /> I've 314 1230 640� 1220 530 1160 430: 1140 420; 112D 41D
<br /> 8.0 and ?� S 590 1510 579 1640 470 1b20 460` 1490 430
<br /> .Y '._;2D'90 10 "2060 s 131 1020 .-:� ,1_- 4911 < -1710 'r-470
<br /> r 10,
<br /> 4
<br /> SIB. 707{7 ...So 70l0 6�0 IDW �480 980 470 ,940 460
<br /> 2412 3M 1400 710 1300 700 1290 820, 1270 600. 1240 580
<br /> 718 1790 830 _ 1770 810 1860 860` 1&10 SSW 1800 610
<br /> 109D - 10t10 ..390! ��.
<br /> I
<br /> 3-112 3J4 1650 78t1 - 1640 T70 1540 680i 17a10 b10` 1470 t160
<br /> 718 2100 goo` 2D7D 1150 1"ID 87D+1 1680 82O 1840 am
<br /> 1 2550 1190! 0 1180, 2310 102q 2310 D80i 226D FA
<br /> 1,Tabulated 1m=%1 deaigasaloes,Z,foe belted eeeueed*u&ball be multiplied by all applicable adjuiaamt factors(see Table 11 3,1).
<br /> 2.Tabulated lateral deoigu valixa.,Z,are for"full-body die-t-"bolt.{see Appendix Table LI)nvh hob beading yidd meugrb,
<br /> F,,,of 45,000 pas.
<br /> 3.Tabulated Inual design rnhus,Z,axe based oa dowel bearing wreaph,Fr of 7,500 poi for cowAwe uith minimum t—2 500 pxi-
<br /> 4.Six it cL aa&or embedment assumed.
<br /> Fasteners(In) Altamble leads
<br /> Now SIII Slte cked
<br /> Odes Tap WAtd aM SOC R88 SDC C-Fr Wind and SBC_40-0-' S00 f f' �!
<br /> Up,tt;_.,F1 Fz...11plfit F, F7 Upl£ft;-F.'...
<br /> Sbndtrd In91e11.11.-Aftd d to DFlSP S91 plate
<br /> 1214,x6,xAAD (8jD,148ki'h {B)0148x174 920It475 ]D95 T45 I1235 iO45 750 1475 875 11235 765
<br /> I�•MASAark4ASAP!--_,.._.._.._.
<br /> 3a1,3xe x(5)0.746xiKtiH10U8x1He 630 1165,725 I 556 1020 725' 475 1165;725 415 11025 540
<br /> One•ieg UP laatallellon Adwhad t4 DUP S91 plale
<br /> 2x4,a,6x8 6(jA198x Vi O8xt 5+h 7J M OW 580 845 � 570 A65 S30 500 64F: B70
<br /> fAASA arbfABAP I---._-__.�x10 014 ._„..� - �.9
<br /> _.
<br /> 3a4, x8 11T)0146 s 111`(2 ai48 x its /80 885 760 685
<br /> rwa4..AWUpN_.._ -Attaebadto O!AP Sill Plata ed 8aeboard ... _ .l
<br /> V. MASAorkASAP i2x4.x6 AAA D.148x1'A 810 1105 865 740 955 755 9,105 E3D BIRD9oB;556
<br /> —_ t
<br /> _. ._..
<br /> Double 2x Installation-Attachod to DFrSP Sal Plate
<br /> ....._............. _ _
<br /> 0?' FAASAorYASAP 2x (5)0AQx1%:(210148x1'A 640 1.030 785 735 DOD , 785 1 625 1,0� 785 'ate r900
<br /> .. i UWbte 2x6 - lar one pl imfalktl r'-";..
<br /> SltatderdlnsbIallim-AtImMedb Rom FtSRIPlate rsNral(seeua'lfill I -- -
<br /> S,.�z4N —+ 0e8x1R3r3jt1.148xtYe'(G10.148x115j 790 1250 940 640;1,069 BDO 1 850 170 1i1 iSGO
<br /> _�,.,7 `ISi_14Bx i%:-(4j 0,S48xt>5 5�1.005 625 475 875 626 r t '£IS _t tt0j�.. 5501 mtuIN6v3V�-_ _.
<br /> F ..3) .-... .f. --. , 72x
<br /> One-Lag-Up Inatdbrion Attached to Rem Rr$et Pleb and kF15PF Stud !4!4
<br /> IdABAtxlAABAP 'xB,x10
<br /> — — r-
<br /> _ (6)D 148 x 1 5l(3!0.1.E S 1!5� 650 830 B56 S6b 725 956�sell�830, 795 430
<br /> 3x4,3x6 (7}0.148 x 14 j(2)O 146 x 111 i 67C : � 590 � 67R 590
<br /> Two{spa-Up InsTtallation-kbtnFirSMplate and Hm7 v8imboaM
<br /> F' YA5r4 nrkASA°:2x4x6x6)till(Q)D146x1h7 E700 950 - 746 635- 830 b50 545 A50 '-540 480 630 475
<br /> Ooahle Qx Instatlabon Attached to Ham Fa 511 Plan - r
<br /> W, :MASAwfAAW I Double2A, ) ..ylh,r�• .
<br /> Douhie246 'I 510148x111(!)0148x1541 720 880 I 676 630 775 575 646 00 875-555 1 775 I us ;t•-
<br /> ,t ,, r
<br /> x. s
<br /> P1-6U j 144-pit(E) 2x { 1376#1 60"oc 10604 60"ocR
<br /> P1-6 240 plf(EI 2x 1376# ( 60"oc 1060# 52"oc
<br /> PI-4 350-o1f E; 2x 1376# ? 46"oc 1060# 36"oc
<br /> Pl 3 450 Of E'=. 2x I 1376W 1 36"oc 1060# 28"oc
<br /> I
<br /> P1-2 ; 820 If,W1 { 2x ! 1376# 20"oc 1250# 18"oc
<br /> P2-4 700-p1f(E) t3x 1712# 28"oc 875# 15"0c
<br /> _
<br /> P2 3 { XO-plf(Ei 3x 1 17124 II 22"oc 8754 11"oc
<br /> P2 2 { 1..6.,-4.,.0(�,If Wv 1712# I 1 1005# 7"oc
<br /> L3.4
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