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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)Connections"M
<br /> for sawn lumber or SCL to concrete
<br /> Thiciatess
<br /> o i LL S 4. o
<br /> C O G
<br /> coal, c_
<br /> n v o 4 <LL2 Q2 h'�T C� ci m3 mm ��
<br /> _ E O � =o e C C iL O�� o
<br /> 3Wto3: 3Z
<br /> �° t+ D 79 Zl ZC Zl Al ZJ. Zn Zl 4 Zl
<br /> in. in. in. tbs. rM I lbs. lbs. I lbs. fbs. lbs. Its. Ills, Its.
<br /> 112 590 340 590 340 550 310 540 290 S30 290
<br /> SM &0 420 850 410 810 36D am 330 780 32D
<br /> 1-12 314 1200 460 119D 450 1130 370 1120 360 1100 350
<br /> 7I8 f ,t i58Q z 1500 2 --d540 4 n la8b diG 1936' r S 990 ;moo SYi
<br /> 1 i 180dY ti Z 17 < \ it} 4Ok1"1i �tYO
<br /> f,.:WM .O2D 102 a 1.1 ,.$d9 s iS60_ 31D
<br /> SB 910 490 9DO 480 e40 400 830 380 81D - 370
<br /> 13l4 34 123D 540 1220 530 1160 430 1140 420 1120 410
<br /> 6.0 7B 1630 Sao 1610 670 1540 470 ism 460 1490 430
<br /> and 1 -:_:: 2081}tz>...•&SD:;:„:�s'2050., >.�a610,t�..;=1,820...,,a1.51b.. ..:1�74':- d71tt:,.;<;: :470:
<br /> an taw_'. A
<br /> 518 1070 540 1060 530 980 480 990 470 940 460
<br /> 2-11C 3/4 1400 710 13SO 700 1290 620 1770 Soo 1241) 580
<br /> 7/0 1790 830 1770 810 1660 680 1640 660 1600 610
<br /> ."�. .,.
<br /> t tif.. sy4 za)3 oD 7t 1? t!z;2 y`i69D'_zji'70 h �91'1 �` .
<br /> 1i�d0..<,
<br /> 3-112 314 1650 78D 1640 T70 1640 680 t510 670 1470 660
<br /> 718 2100 960 2070 9SO 1010 870 1880 S50 1840 820
<br /> i 25SO 1190 2520 1180 2340 1020 2310 B80 2260 9s0
<br /> I.Tabulated lateral design values,Z,for bolted connections shall be muluphed by all applicableadlnstmeat factors(see Table 113.1).
<br /> 2.Tabulated Lateral design values,Z,are for"full-body diameter"bolts(see Appendix Table L1)With bolt bending yield strength,
<br /> Fro,of 45.000 psi.
<br /> 3.Tabulated lateral design values,Z,are based on don-el bearing strength,F,,of 7,500 psi for concrete vxith minimum 4'=2,500 psi.
<br /> 4.Svc inch anchor embedment assumed.
<br /> Fasteners(in.)�___ Allowable Loads .,.
<br /> Mods SliSlm — 4—. -:— Uncracketl - — Cracked :::i-
<br /> 'He• .Sllli s Top Wind andSDCA&B' $DCC-P 11111indandSOCAW SDCC-Fe
<br /> Uplift Ft I Fz ItlpBR ,Ft:'. .F2 Uplift Ft ::Fz MR Ft Fz
<br /> $tandard Installation-Attached to DF/SP Sill Plate
<br /> 20,'ib;t6z10.{3)D:148x1b5,(6)p.148x1:h ;920 11,475 1,095 745 Y{235 Y,045 ::750 1476 ::875' '660;t 1,215 :765i
<br /> �MASAA'MASAP ..
<br /> 3x43x8i::'. 0149x1Y4:'(4)W48x1h ;830 1165':725 550 iD20 725 ::k75 Yt{t5; 725 415 1020 :G40?
<br /> One-Leg-Up Installation-Attached to OFlSP Sill Plele
<br /> !! MAS'AaMASAP-:2x4,x6,x64x10..(6)0,140x.1f, {31:0.148xPh _755 965j 995 660. _845 995�. ;570. 965..:OW 50D..:;845.,::810:
<br /> 3it4;3xB:..(7)0.146,x1SS (21f1.t48x1h -�-; � 7S0 '$85 — — 760 '— 685 —
<br /> Two-Legs-Up installation-Attached to OF/5P Sill Plate and Wallboard
<br /> ID t4A5A0fMASAP 2x4 ii151x8 x10 (9)'0.148x 1%a :810 i 1,105! $65 1 740. 9G5. 755 CCC 1.1175 630 500- 9G5
<br /> Double 2x Installation-Attached to DF/SP SiI Plate
<br /> Dwble2xM1 s orMA$ . 73 785 655 -900' -785: Allnableiodsreduced
<br /> StanderdlnstalWbon Attachedtb Rom ArSlgPlafa _ �venrai(Seetable)--
<br /> b{ 0148 x 114 (bl p.Y48 x 1 h 790 i 1250. Fri
<br /> 940 S40 1,000 900 651 55 570 60
<br /> .... _
<br /> ..01,1
<br /> , x�-L(v,up 8nstMIabon,-SAttached to Hem Fir SIR Plate and HHSPF Stud ". 5 355_ -550... Mue�6: Z
<br /> I 'y �} J t I1. 3w4 or 3>6
<br /> MASA ar MASAP 2x4,x6,x8.x10 (q Q.148 x 1 Y {3)0.146 K 1 n 650 830.1855�565 720 855 490 830 795•430 725 bY15 F2 '!' '
<br /> IN 3e4,3x6 M 0.148 x 1 Y4 (2)0.148 x 1 h 670 -» - 590 — 670'.— 590 — ` C J 1
<br /> "'<:;'.
<br /> Two-Legs-Up Installation-Hem F•e59 Plate and HF/SPF Bimboard
<br /> tvIASA of MASAP 12x4.x6,x6.00 (9)0,146 x 1% - 700 950 745 .835 830 650 545 950 540 480 830 .475
<br /> Double 2x Installation-Attached to Hem I'll Plate
<br /> E MASAc1MASAP _..Dttufde2x4,.. .... �., t'
<br /> Doable2x6 f5)0.148 x1%.. 0.1481r i h 720., 890 675 630. .77b -675': 545 890 575 555 775 675
<br /> ... ,..
<br /> 7-6240-pif
<br /> 4-plf(E) 2x 1376# 60"oC 1060# 60"oc
<br /> E 2x 1376# 60"oc 1060# 52"oc
<br /> 0- If E 2x 1376# 46"oc 1060# 36"oc
<br /> Pl-3 450-pif E 2x 1376# 36"oc 1060# 28"oc
<br /> P 1-2 820- If W 2x 1376# 20"oc 1250# 18"oc
<br /> P24 700- if E 3x 1712# 28"oc 875# 15"oc
<br /> P2-3 90 If E 3x 1712# 22"oc 875# 1 1"oc
<br /> P2-2 1640 pif W 3x 1712# 12"oc 1005# 7"oc
<br /> L3.4
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