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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 /> oN
<br /> } IL 8 LL 3 m
<br /> m E `m S 138
<br /> oso xn
<br /> Yo f p vw c M8 � � m € € ML
<br /> o 3
<br /> om o i) d $ ro S io
<br /> wood en m chi 9� c�rr t�rurn33 ;
<br /> I,+, 6, D Zs Zl Zs Zl Zs Zy Ze Zl 4, Zl
<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 /> 5/8 860 420 850 410 810 350 800 330 780 320
<br /> 1-1/2 3/4 1200 460 1190 450 1130 370 1120 360 1100 350
<br /> 7/8 1580 500 1540 490 1360 410 1330 390 1280 370
<br /> 1 1800 540 1760 530 1660 440 1520 420 1460 410
<br /> 1/2 640 360 630 350 580 320 580 310 580 310
<br /> 5/8 910 490 900 480 840 400 830 380 810 370
<br /> 1-3/4 3/4 1230 540 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 610 1770 490 1710 470
<br /> greater 1/2 730 410 730 400 700 360 690 340 680 340
<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 880
<br /> 1/2 730 470 730 470 700 430 690 410 690 400
<br /> 5/8 1140 620 1140 610 1000 560 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 /> 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 LI)with bolt bending yield strength,
<br /> F,,,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 f<'=2,500 psi.
<br /> 4.Six inch anchor embedment assumed.
<br /> Fasteners(in.) Allowable Loads
<br /> Model Sill SIB Unc acked Cracked
<br /> No. Sides I Top Wind and SDC A&86e SOC C-Pe Wind and SDC A&Bss SDC C F°
<br /> _— l Uplift f Ft I F2 UpliftDPIlf11 f1 Fz Uplift F7 F2 Uplift j Ft_j F2
<br /> Standard Installation-Attached to DF/SP Sill Plate
<br /> MASA or MASAP 2x4,x6,x8,x10 (3)0.148 x 1 h (6)0.148 x 115 920 1,475 1,095 7451,235 1,045 750 1,475 l 875 L 680 1,235 765110
<br /> j 3x4,3x6 (5)0.148 x 1 h (4)0.148 x 1 h 630 1,165 725 550 1,020 725 475 '1.165 1725 415 1,020 640
<br /> One-Leg-Up Installation-Attached to OF/SP Sill Plate
<br /> MASA or MASAP 2x4'x6,x8.x10 (6)0.148 x 114 (3)0.148 x 1 h 755 965 995 660 845 995 570 +)6', 030 500 845 810
<br /> 3x4,3x6 (7)0.148x11/2 (2)0.148x11/2 — /6S — — 685 — -- — — 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 I — T 8107 1,105 865 740 I 965 755 1,105 630 560 965 550
<br /> Double 2x Installation-Attached to DF/SP Sill Plate
<br /> MASA or MASAP Viable 2 (5)0.148 x 1 h (2)0.148 x 1 h 1840 1,030 785 735 900 i 785 635 1,030 785 555 900 785 Allowable loads reduced
<br /> for one lea installed
<br /> Standard Installation-Attached to Hem Fir SIII Plate vertical(see table)
<br /> 2x4,x6 x8,x10 (3)0.148 x 1 h (6)0.148 x 114 790.1,250 1940 640 1,060 900 650 I -_ 55 570' •60 2x4.2x6. Ft l
<br /> a MASA or MASAP t-- n6
<br /> 3x4 3x6 •1510.148 x 11h (4)0.148 x 1 h 535 i 1,005I.625_475 ) 875 625 410 )'f ' ,25 355 550 3 muoors3x6 .� I :Th
<br /> al
<br /> One-Leg-Up Installation-Attached to Hem Fir SIII Plate and HF/SPF Stud
<br /> MASA or MASAP 2x4 x6.x8.x10 (6)0.148 x 114 (3)0.148 x 1 h 650 830 855 5651-725 855 490 830 1795 430 725 696SI 31
<br /> F2
<br /> 3x4,3x6 (7)0,148 x 114 (2)0.148 x 1 h — 670 , — +90 — — 670 — — 690 — 4
<br /> 1---_____
<br /> V >
<br /> Two-Legs-Up Installation-Hem Fir Sill Plate and NF/SPF Rimboard
<br /> MASA or MASAP T2x4,x6,x8,x10!(9)0.148 x Ws — 1700 1950 j 745 635 830 650 1545 1950 f 540 j 480 1 830 1 475 I — /' , /
<br /> Double 2x Installation-Attached to Hem Fir Sill Plate
<br /> IllMASA or MASAP Double 2x4, (5)0.148 x 1+h (2)0.148 x 1 v4 1720 j 890 675 1 630 775 675 1 . 890 675 555 775 675
<br /> Double 2x6
<br /> Wall Sill Single 5/8"4, 5/8"4)Anchor MASAP Anchor MASAP Anchor
<br /> Type Capacity Plate Bolt Capacity Bolt Spacing Capacity Spacing
<br /> P1-6U 144-phf(E) 2x 1376# 60"oc 1060# 60"oc
<br /> P1-6 240-plf(E) 2x 1376# 60"oc 1060# 52"oc
<br /> P1-4 350-plf(E) 2x 1376# 46"oc 1060# 36"oc
<br /> P1-3 450-plf(E) 2x 1376# 36"oc 1060# 28"oc
<br /> P1-2 820-plf(W) 2x 1376# 20"oc 1250# 18"oc
<br /> P2-4 700-phf(E) 3x 1712# 28"oc 875# 15"oc
<br /> P2-3 900-plf(E) 3x 1712# 22"oc 875# hoc
<br /> P2-2 1640-plf(W) 3x 1712# 12"oc 1005# 7"oc
<br /> L3.4
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