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2018 IBC/NDS 2018 - Shear Wall Bolts
<br /> Table 12E BOLTS:Reference Lateral Design Values,Z,for Single Shear
<br /> (two member)Connectional,'',' I ____."
<br /> for sawn lumber or SCL to concrete
<br /> Thickness I
<br /> kk ti
<br /> 3 6 1 8 3 I
<br /> D 1 i i 1 ilii .,f
<br /> 1. . 1. 0 Za1 Zl is Ll Za Zl Ze Zl Z. al
<br /> in, in, in. lts. the bs. bs. lbs. be. bps lee bs Ibs.
<br /> 112 590 340 590 340 650 316 sio 290 530 200
<br /> 6/8 860 420 850 410 610 350 400 3.• 780 320
<br /> 1-1/2 371 1200 480 1190 450 1130 370 1120 360 1100 350
<br /> 7111 1680 660 1640 490 1360 4118 1320 °n: 129D 970
<br /> I 1900 540 1700 630 1580 440 1520 420 1460 410
<br /> 14 t47, O 3P. Sag 439 $_ A1$ 0_80 3i
<br /> 5 I 910 480 900 480 810 400 830 380 810 370
<br /> 13/4 3/4 1230 640 1220 630 1160 430 1140 420 1120 410
<br /> S.0 7/8 1630 680 1810 670 1640 470 1620 a /490 430
<br /> d 1 1 ate l _ 81D' that) -big 1170 1710 470
<br /> an
<br /> 1x 1/2 730 +114 fX OD109 280 �
<br /> 340
<br /> 5/81070 54D 1060 530 960 460 960 470 940 460
<br /> >1.. 3/4 1400 710 1380 TOO 1290 1320 1270 1240 580
<br /> 7/8 1790 830 1770 810 1660 680 1640 660. 1600 610
<br /> •_ 1 26o grid 2210 g8o,2016 t50 20119 700; 3020 '680
<br /> 172 730 470+ 730 470, 700 4301 690 4101 SOO 400
<br /> 5/e 1140 1140l11., fopo 540 1QS0 14M &
<br /> 3-1F2 3/4 1660 -780 1610 7701 1540 690 1510 6701 1470 660
<br /> 7/8 2100 960 2070 9501 1910 era 1880 850 1840 820
<br /> -_-- 1 2550 1160 2520 1190, 2340 .._ 1020 2310 DM 2260 650
<br /> 1.Tabulated lateral design calves,Z.for bolted connections shall be multiplied by all applicable adjustment factors(see Table 11.3.1).
<br /> 2.Tabulated lateral design value.,Z.arc for"full-body dmmctcm"bolts(see Appendix Table L 1)with bolt bending yield strength.
<br /> F,a.of 45,000 psi
<br /> 3.Tabulated Weal design values,Z,are based on donvel bearing strength,F„of 7,500 psi for concrete With wwia=f,'=2,50(1 pee.
<br /> 4.Sin inch anchor embedment assumed,
<br /> I„.._.. Fattener;On,) Allowable Loeb
<br /> ' Madel Wow obd Crocked
<br /> 11e. 8n6Ue Slats j Sop Iik-e WilkeA8#7--
<br /> 1 SUCC-P Nfndi1-d.60 584u SOCGP
<br /> ' 1 UjYR F.? i .F .Un�1L.F,i1It UPInr/j F (! 6t1 Ft �F2
<br /> Standard listellaran-MtecMto DF/SP Se
<br /> Plate
<br /> No1a
<br /> VA,e6,or,e10 13)0.148 x 1 S4 AB 0,148 x 116 920 1,41$y1,095 745 1,23511645 750 1,475 am 660 1,735 755
<br /> b1ASAMA6AP -3s1 9x5 11510.148x11siO4)0148a1.111 630 1,165 725 550 14020 725 147J 1165 725 415 1.020 640
<br /> f ..-..�_-. Oro-Log-Up WtonMen-Attadud to OF/6P Sig Rein
<br /> 244,x6,46,4104(6)0.14131 1K+13)3)9.148 x 114 756 965 906 650 845_ 995 570 864 63D 600 845 910
<br /> l,hlAS8ecMASAPI-_..3x4,3a8 (710148rIo4.r40,148x1% 4 -T685I _- -17.1' -1. - 665_1
<br /> Two-Lege-Up InstaeeSon-1LLNdmd to 0F/6P SIN Rafe end Rimboard �1
<br /> 6 MASAa b1ASAP 244.s6.al,x10'r9+6148 x 1 Se - 1810 1105 865 740 966 755 I 1 1
<br /> ---- - Double24Instebation-Attached to DF Pf5 SIN Plata i
<br /> r MLSAdrMASAPI Daaade24' ,(5)014Bzlve 6j0.148414840 1,030+785 735 900 705 l 635 1.030 785 555 !900 '7651 uavdos logs rause
<br /> Won inertited
<br /> I Slandell Inste5atian-Attached to Hem Or SIB Pleb se nee(sot tans
<br /> y1;aR i5 ir14'1+9.148 x 1t1 1610148x 11s 790 1250 i 640 840 11,060 900 650 755 660 (ie 246
<br /> =_ i 0_ �_ f Ft
<br /> r� �(6?0148x11i:1410148a1'h 63S;1.005 625,475�875 625 410 t' 825 I "- 560I ��� ,r�"'",.r, 1,
<br /> _ _One•Leg-Up installation—Attached to Hem Fir Sill Plate end HF/SPF Stud
<br /> r— 2xa,t6,46410.1610148z 11rh(31(1014041,4 650 630 855 5651 725 855 490 830 795 430 725 W5 !2 -
<br /> ,
<br /> .1 St -- -...
<br /> 3M.36i p)0.148s1$1,tb oichm -�sin , -T-j 594 - { - ,670 - 4-- 590�- -�
<br /> Two-Lege-Up laroltllatbn-Hem Fir Sil Plate end HF/SPF Bimboard
<br /> R MASA of tAASAP tat,aS,x8,00 BOO 1413 x 115 )700 950 745 635 8311 650)545 950 540 . 480 030 475 _ .
<br /> Dibble 2x installation-Attached to Hem Fit Sill Plale i, t
<br /> 06' MASAet MASAP' 11 (51 0 148 0 11411210.146 a 110 1720 1890 1 675 630 775 675 I ..- 890 675 1555 775 675 I '
<br /> Wall Capacity S111 Single 5/8"d, 5/8"4,Anchor MASAP Anchor MASAP Anchor
<br /> Type Plate Bolt Capacity Bolt Spacing Capacity Spacing
<br /> P1-6U 144-pif(E) 2x 1376# 60"oc 1060# 60"oc
<br /> P1-6 240-nlf(El 2x 1376# 60"oc 1060# 52"oc
<br /> P1-4 350-half LE) 2x 1376# 46"oc 1060# 36"oc
<br /> P1-3 450-plf(E) 2x 1376# 36"oc 1060# 28"oc
<br /> P1-2 _ 820-pif(W) 2x 1376# 20"oc 1250# 18"oc
<br /> P2-4 700-pif(E) 3x 1712# 28"oc 875# 15"oc
<br /> P2-3 900-plf(Ej 3x 1712# 22"oc 875# 11"oc
<br /> P2-2 1640-plf(W) 3x 1712# 12"oc 1005# - 7"oc
<br /> L3.4
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