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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)Connectionsr•2.3,4 I I L
<br /> for sawn lumber or SCL to concrete
<br /> Thickness
<br /> mLL
<br /> o b m T o $ o
<br /> Ecm F o LL Na $ m ifr c
<br /> 0,
<br /> g3 mm in
<br /> W u `11 p
<br /> a8 a m ill a. 7w '33 ozn
<br /> R. 4 D 41 Za Al Z, Z,i Z, 4 Zt Z. 4,
<br /> in. in. in lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs.
<br /> 1/2 590 340 590 340 550 310 540 290 530 290
<br /> 5/8 8611 420 850 410 810 350 800 330 780 320
<br /> 1-1/2 3/4 1200 460 1190 450 1130 :370 1121) 360 1100 350
<br /> 7/8 1580 500 1540 490 1380 410 1330 390 1280 370
<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 /> 5/8 910 490 900 480 840 400 830 380 810 370
<br /> 1-3/4 3/4 1230 FAO 1220 530 1160 430 1140 420 1120 410
<br /> 6.0 7/8 1630 580 1610 570 1540 470 1520 460 1490 430
<br /> and 1 2090 630 2060 610 1820 510 1770 490 1710 470
<br /> 1/2 730 410 730 400 700 360 690 340 680 340
<br /> greater 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 /> 5/8 1140 620 1140 610 1090 550 1080 530 1070 520
<br /> 3-1/2 314 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 /> 1.Tabulated lateral design values,Z,for bolted connections shall be multiplied by all applicable adjustment factors(see Table 11.3.1).
<br /> 2.Tabulated lateral design values,Z,are for"full-body diameter"bolts(see Appendix Table L 1)with bolt bending yield strength,
<br /> F1b,of 45,000 psi.
<br /> 3.Tabulated lateral design values,Z,are based on dowel bearing strength,F„of 7,500 psi for concrete with minimum 0'=2,500 psi.
<br /> 4.Six inch anchor embedment assumed.
<br /> Fasteners(In.) Allowable Loads
<br /> Model Uneracked Cracked
<br /> No. Sill Size Sides Top Wind and SDC1A&B" SDC C-Fe Wind and SDC A&B'e SDC C-F°
<br /> UphillF1 L
<br /> _.. _.F2 Uplift F1 F2 Uplift Fr i F2.._Uplift Ftl—F2
<br /> Standard Installation-Attached to DF/SP Sill Plate
<br /> MASA or MASAP 284,06,88,x10I(3)0148 x 11/2 (6)0.148 x 115 920 1.475 1,095 745 11,235 1.045 750 1,475 875 680 1,235 765
<br /> 3x4,3x6 1(5)0.148 x 1+ (4)0.148 x 11/2 630 1,165 725 550 1,020 725 475 1,165 725 415 1,020 640
<br /> One-Leg-Up Installation-Attached to DF/SP Sill Plate
<br /> 2x4,x6,x8,x10 (6)0.148 x 1+h (3)0.148 x 114 755 965 995 660 845 995 570 1965 930 500 845 810
<br /> lb MASA or MASAP —3x4,3x6 (7)0.148 x 11/2 (2)0.148 x 11/2 — 760 — — 685 — — I 760 — — 685 —
<br /> Two-Legs-Up Installation-Attached to DF/SP Sill Plate and Rimboard
<br /> MASA or MASAP 2x4,x6,x8,x10 (9)0.148 x 1 h — 810 1,105 865 740 965 755 62J 1,105 630 560 965 550
<br /> Double 2x Installation-Attached to of/SP Sill Plate
<br /> Oouble 2x4 + 900 785 635 1,030 785 555 900 785 Allowable loads reduced
<br /> • MASA or MASAP (5)0.148 z 1 k I(2)0.148 x 1+h 1840 11,0301 785 735
<br /> Double 2x6 _ ... -___ tor leg Installed
<br /> Standard Installation-Attached to Hem Fir Sill Plate venical(see table)
<br /> 0.148 x 1'h (6)0.148 x 1 t5 790 1,250 940 640 1,060 900 650 55 570 60 2x4or 3 Fi Il- (5)0.148 x 1 k (4)0,148 x P/e 1535 1,005 625 475 875 625 1410 5 1 356 550, 3 mode n 6 �/� C
<br /> One-Leg-Up Installation-Attached to Hem Fir Sill Plate and HF/SPF Stud F -,a, r"7
<br /> MASA or MASAP 2x4'x6,xa,x10 (6)0.148 x 11k (3)0.148 x 11h 650 830 855 565 725 855 490 830 795 430 725 695 �i 4' ;
<br /> MI
<br /> 3x4,3x6 (7)0.148 x 1+% (2)0.148 x 1 1 I — 670 — — 590 — — 670 — — 590 — .
<br /> Two-Legs-Up Installation-Hem Fir Sill Plate and HF/SPF Rimboard illf • ''' _ -.
<br /> MASA or MASAP 12x4,x6,x8,x10 (9)0.148 x 1+h I — 1700 1950 1 745 635 830 650 1545 950 1540 1480 1 830 ( 4751 r,�)
<br /> Double 2x Installation-Attached to Hem Fir Sill Plate v-1r ,,,,`
<br /> •
<br /> IlbMASA or MASAP I Do ubl e 2z6 (5)0.148 x 1+/1(2)0.148 x 1+h 1720 890 1 675 630 775 675 I '-: 890 1 675 1 555 1 7751 675
<br /> Wall • Sill Single 5/8"4 5/8114 Anchor MASAP Anchor MASAP Anchor
<br /> Type Capacity Plate Bolt Capacity Bolt Spacing Capacity Spacing
<br /> P1-6U 144-pIf(E) 2x 1376# 6011 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# 4611 oc • 1060# 36"oc
<br /> PI 450-plf(E) 2x 1376# 3611 oc 1060# 2811 oc
<br /> P1-2 820-.If W 2x 1376# 20"oc 1250# 18"oc
<br /> P2-4 700-.If E 3x 1712# 2811 oc 875# 15"oc
<br /> P2-3 900-•If E 3x 1712# 22"oc 875# 11"oc
<br /> P2-2 1640-plf W 3x 1712# 12"oc 1005# 711 oc
<br /> L3.4
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