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2018 IBC/NDS 2018 - Shear Wail Bolts
<br /> Table 12E BOLTS-Reference Lateral Design Values,Z,for Single Shear Ak
<br /> (two member)Connections4-"a
<br /> for sawn lumber or SCL to concrete
<br /> Thickness
<br /> 4�" s
<br /> S `o ro
<br /> m c o C$o
<br /> o E E a em yd cc
<br /> m Qm p v4 v� Moo �Cmm a�'+it
<br /> m aE o vier 62�m® a=
<br /> woti m m 1�i uF m �� i�u1 to 'UI z
<br /> t. D 2n Z1. Zu Zl Zs Z1 Al Zi Za Za.
<br /> in. in. in. M. lbs. lbs. It+s Ibs. lbs. lbs. Ibs. lbs. Ibs.
<br /> 12 590 340 590 340 550 310 540 290 530 290
<br /> 518 860 420 85o 410 810 350 80o 330 780 320
<br /> 1-112- 314 1200 A60 1190 450
<br /> 1130
<br /> .,370 1120 360 1100 360
<br /> 7A7 �8l>Q+',. 500, i.si7b�. l .' : :},
<br /> ti
<br /> Mau640_'-a3 t 3,66:y.)a�n\'.=:!!tiw3.4:>m e..�?tk.:i"°�,.0.�t<.,v.N.:.t "AS
<br /> fim w 910 490 9DO 480 840 400 630 3s0 810 370
<br /> 1.3/4 314 1230 540 1220 53D 1160 430 1140 420 1120 410
<br /> 6.0 7/8 1630 $80 1610 570 1640 470 1520 4S0 1490 430
<br /> and i 209b 68L1 G10 i0 } $10 #774 496'i, 10 c715
<br /> greater y5M 1070 540 1060 530 960 A80 960 470 940 480
<br /> 2-112 $14 14DO 710 1380 700 1290 620 1270 Soo 1240 S80
<br /> 718 1790 830 1T70 81D 166D M1640 660 16DO_ 610
<br /> <7CT6.ls ::20JD.
<br /> 112 +z t1i �v}74`s14 7;30 i�; tityt +M5
<br /> 41',i ,y ;t,. ! ,:
<br /> 3-12 314 1650 780 1640 'no 11540 680 1510 670 1470 %a
<br /> 718 2100 960 2070 9 1910 870 1880 850 MCI M1 2550 1190 2520 1180 2340 1 M 2310 980 2260 950
<br /> L Tabulated lateral design values,Z,for bolted conned—shall be multiplied byall applicable adjustment facers(see Table 113.1).
<br /> 2.Tabulated lateral design values,Z,are for"full-bode ci=ncter"bolts(see Appendix Table Ll)with bolt bending)field strength.
<br /> F,b,of 45,000 psi.
<br /> 3.Tabulated lateral design imlues,Z,are based on doaLel beating secngtb,F.,of 7,500 psi for concrete with minimum -2,500 psi
<br /> 4.Sit inch anchor embedment assumed.
<br /> ;ABowableLoadss
<br /> Model Uncradt it - Cradled
<br /> &xe' .'.Sides .Fop : Wind and SOC A&8s0 -.r SOC G F' Wind and SDCA88s' ,SDC CrP
<br /> - UpGR -.Ft F2.. Uplitt -Ft.. Ft Upiin ft : F2: UpIHf Ft :.F2
<br /> Standard Installation-Attached to DHSP Sill Plate
<br /> k8,x10 '920 1,475 ];095 745 ;1,235 1,045 750 1476 a875 r 960':.},285. .765
<br /> ® 'ND4SJ1afMASAP 3x6 (5)0;146x1s5 (4)O.t48xl+h -B30 1,165�725 5501,D2D 725 .475, 1165..;[�25. '.415. 1,020 '640:'
<br /> One-Leg-Up Installation-Attachedto OF/SP Sill Plate
<br /> .rirMASAP 2x};xfi.xB,x10:i6)0.146x7 (�j0.148),1+h 75. 965 905 660::.8a5 995 :570 :965 :930 ',500,-845:: .810.
<br /> . .... . ...:. :?:3x4.:3x6 .;�(710348x1t5_(2)0:14Sx1+h
<br /> Two-legs-Up Installation-Atta0ed to DF/SP Sill Plate and Rimboard
<br /> M MASAor41d$AP 2x4,x6;x8,x10 (9)0.148xth 810 11.105 865 7411. 9G5 755 L 10 .,105j 630 5fi0. 965 55D
<br /> DoOble 2x Installation-Attached to DF/SP Sill Plate
<br /> MASAorMASAP::'DDaW�b1e2x8 .[5)0.148x1+h (21U:146x1+h 84D 1.030 7$5 735 'tJ00 785 ;835 1,O3D 785 555' 900 7$5' A'fo,oaelpdnsatled�
<br /> [ Standard Installation-Attached to Hem Fir SDI Plate ac*ucai{sec taEFc7
<br /> +14.148 x 1 h (610.148 x t+h 790 1,25D 940 640 1.OG0 90D 650 55 5111560 �,ZxG, F1
<br /> One-Leg-Up Installation-Attached to Hem Fir SDI Plate and HF/SPF Stud
<br /> 2x4,x6,x8,x10 (6)0.148 x 1 (3)O.taB x i bi 650 830 855- 565725 855 a90 .-83D 705
<br /> r
<br /> 3x4,3x6 . 010.148x i 34 {210.146 x 1'h s. B70 — 590 — — — — 590
<br /> 0 MASAcrMASAP .'670
<br /> Two-Legs-Up installation-Hem Fir Sill Plate and HHSPF Rhnbaard '
<br /> EB I MASA or MASAP 12x4,A.x8,x10 (9)0.148 x 1'A 700 1 950 1 745 1 635 1.83D 1.650 1 545 1050 1 540 1 480 1 830 1 475
<br /> Double 2x Installation-Attached to Ham Fir$11 Plate
<br /> MASA ai MASAP Double 2x4, .'(510.146x 1 h.(2)0.148 x 1 fi 720 i 89D F6. :63R. 776: 675 545 :890.' 675 555 775' 675
<br /> .Doagle2x8. .. I s .. ..
<br /> P1-6U 144-pif(E) 2x 1376# 60"oc 1060# 60"oc
<br /> P1-6 240 if E 2x 1376# 60"oc 1060# 52"oc
<br /> P1-4 350- If E 2x 1376# 46"oc 1060# 36"oc
<br /> P1-3 450- If E 2x 13760 36"oc 10604 28"oc 11
<br /> P 1-2 820- If w 2x 1376# 20"oc 1250# 18"oc
<br /> P2-4 700-plf E 3x 1712# 28"oc 875# 15"oc
<br /> P2-3 900- if E 3x 1712# 22"oc 875# 11"oc
<br /> P2-2 1640-p1f W 3x 1712# 12"oc 1005# "'oc
<br /> L3.4
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