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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)Connections1,2,3,4
<br /> for sawn lumber or SCL to concrete
<br /> Thickness
<br /> 1 u); w
<br /> ilii l,
<br /> .
<br /> t E' o..
<br /> a E 1 •is ar 0,...0 ch
<br /> E ,s.P. ax N.. 8 r), 2f5iii E
<br /> it. 4
<br /> g t k ,..,2
<br /> rrs Et 5 ! *15 6 i 6 1 ''':r,., 0.E co a :,R ...
<br /> 8 i 8 dt 2. CD,,,,R. 6g-
<br /> w 0 0 On tti (9 tO
<br /> a,„ 4 D Ai zi zi. zi 4 za. 4 zj, 4 2,
<br /> in. in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs lbs I lbs. lbs.
<br /> 1/2 590 340 590 340 550 310 540 2901 530 290
<br /> 5/8 860 420 850 410 810 350 800 330 780 320
<br /> 1-1/2 3/4 1200 460 1190 450 1130 370 1120 360 1100 350
<br /> 7/8 1580 500 1640 490 1360 410 1330 390 1280 aro
<br /> 1 1800 540 1760 530 1560 440 1520 420 1460 410
<br /> 1/2 640 360 630 350 580 320 580 310 560 310
<br /> 5t8 910 490 900 480 840 400 830 380 810 370
<br /> 1-3/4 3/4 1230 5401 1220 530 1160 430 1140 420 1120 410
<br /> I
<br /> 7/8 1630 5801 1610 570 1540 470 1520 460 1490 430
<br /> 6,0 1 2090 630 2060 610 1820 510 1770 490 1710 470
<br /> and
<br /> 1/2 730 410 730 400 700 360 690 340 680 340
<br /> greater
<br /> 5/8 1070 540 1060 530 980 480 960 470 940 460
<br /> 2-1/2 3/4 1400 710' 1380 700 1290 620 1270 600 1240 580
<br /> 7/8 1790 830 1770 810 1660 680 1640 660 1600 610
<br /> 1 2230 900 2210 880 2080 730 2060 700 2030 680
<br /> 1/2 730 470 730 470 700 430 690 410 690 400
<br /> 518 1140 620 1140 610 1090 550 1080 530 1070 520
<br /> 3-1/2 3/4 1650 780 1640 770 1540 680 1510 670 1470 660
<br /> 7/8 2100 960 2070 950 1910 870 1880 850 1840 820
<br /> 1 2550 1190 2520 1180 2340 1020 2310 980 2260 950
<br /> I.Tabulated lateral design values,Z.for bolted connections shall be multiplied by all applicable adjustment factors(see Table 11.3 I.).
<br /> 2.Tabulated lateral design values,Z.are for"full-body diameter"bolts(see Appendix Table Li)with bolt bending yield strength.
<br /> E„,of 45.000 psi.
<br /> 3.Tabulated lateral des=values,Z,are based on dowel bearing strength,F.,of 7,500 psi for concrete with minimum 17,--2,500 psi.
<br /> 4.Six inch anchor embedment assumed
<br /> Fasteners On.) Allowable Loads
<br /> Model Uncracked Cracked
<br /> Na , Sill Size Sides Top Wind and SDC A8 8, SI/CC-F. Wind and SOC A613=' SOC,C-F,
<br /> Uplift F. F2 Uplift I Fi F. Uplift F, F2 Uplift Fi F2
<br /> Standard Installi",c 1-Attached to DMA Sill P re
<br /> x6,x8
<br /> li MASA or MASAP
<br /> I2x4.3x4,3x6x10 6510.146,•''
<br /> itt =A or mAse i 2x4.x6,x8,'' :'146 - ' ' 1
<br /> TAa-lq-lip 11,,1,1,anon-AttarliK1 to f,F':',F Ad ',late and Rmlboard
<br /> i MASA or MAMA 2x4,x8,x8.x10 i(9)0.148 x 1, 1.186 I 63056J 966 650
<br /> L...._ •
<br /> Double,2x Installation-Attacned to r:1-%;,-,Sri Plate
<br /> a IA.Aor WAR 1)ftble 2x4• i(5)0 148 x 1%!(2)0 i48 x 1 4 84G 1.033 7C5 i:16 , Su3 765 I Na '03111 785 556 . 800 /8l.1 awmarJe loads reduixd
<br /> ' Double 2x6 • " : ores ntd instaded .•,,,:..
<br /> Standard Installation-Attached to Hem Fir Sill Plate mita]ise,,.tablet
<br /> . i.. ,,,,,' 3)0,148 a 114'(6)0.148 x 114 /90 '1.250 940 640 1,060! WV 650 1 :fi',',-;;,:',,,-55 570 i,-6M0.60 2.1,24,
<br /> ."' 144',Ii•:''-"; ' •" ' 1,1!:°°' 5)0,148 X I ti I(4)0.148 x 1 lh )35 1.005 625 475 875 I 625 4)0 :1Z,3rf 25 355 1: 550 3x‘?r,M
<br /> • , .,,..
<br /> One Leg-lip Installation-Attached to Hem Fir Sill Plate and HF/SPF Stud
<br /> IR MASA or MASAP —- , F.:,l
<br /> I 2x4,x6,x8,x101(6)0.148 x 11/2Q0.148 x11/21 bat) 830 i 855 1 565 I 724 5 ___I 851 480 I 830 [ 795 430 725 , 695 illf..4 . ‘.,--, '....(.y, ' j
<br /> r
<br /> i 3x4 3x6 i 00.148 x 1 Y.:;(2)0148 x 11/2 — I 670 I —-I_— 590 ----- — 670 I — — 590 1_ —
<br /> Two-Legs-Up Installation-Hem Installation-Hem Fir Sill Plate and HF/SPF Rimboand o
<br /> 111/.MASA or MASA—II,-2s4,sfi,a slOT(S)01n)1 4 — I 700 1 0501.--74 830 I 650 I 545 I 050 i 540 I 480 830 475
<br /> Double 2x Installation-Attached to Horn Pe Sill Plate .., -
<br /> go MASA or mAsAp Double 2x4,
<br /> 1_1(5)0.148 x 114 (2)0.148 x 1941220 I 890 I 675 I 630 775 I 675 0151 890 I 675 555 775 675 1
<br /> Double 2x8_ ,_
<br /> Wall Sill Single 5/8"4) 5/8"4 Anchor MASAP Anchor MASAP Anctir**
<br /> Capacity
<br /> Type Plate Solt Capacity Balt Spacing Capacity Spacing
<br /> PI-6U 144-pit(E) 2x 1376# 60"oc 1060# 60"oc I
<br /> t
<br /> P 1-6 240-pit (E) 2x 1376# 60"oc 1060# 52"oc
<br /> P 1-4 350-pit(E) 2x 1376# 46"oc 1060# 36"oc
<br /> P1-3 450-pit(E) 2x 1376# 36"oc 1060# 28"oc
<br /> P1-2 820-pif(W) 2x 1376# 20"oc 1250# 18"oc g
<br /> P2-4 700-plf(E) 3x 1712# 28"oc 875# 15"oc
<br /> P2-3 900-pit(E) 3x 1712# 22"oc 875# 11"oc
<br /> P2-2 1640-pit(W) 3x 1712# 12"oc 1005# 7"oc 1,
<br /> L3.4
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