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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‘24.4 1
<br /> for sewn lumber or SCL to concrete
<br /> thickness
<br /> I II 8 a
<br /> N 'V� n
<br /> c g 2 o `agr o agge r n m b
<br /> uFloc�i y t9± �o gtc dw 33 gI
<br /> to 4 a 4 4 to 24 4 21 4 zy A 21
<br /> in. in. in. lbs. ens. ens. lbs. 8a lbs. Its. t.s lbs. lbs.
<br /> 1/2 590 340 590 340 560 310 540 290 530 290
<br /> 5B 860 420 850 410 810 350 800 330 780 320
<br /> 1-112 314 1200 430 1190 450 1130 370 1120 360• 1100 350
<br /> 713 1936 500 i540 490 A(i 1336 3901 111t9 9.70
<br /> 1 1800 540 1760 530 1560 440 1520 420) 1460 410
<br /> 36 in 640 0 63D 50 58p 310' 660 3t{1 580 320
<br /> 5)9 Pie 490 900 480 840 400 830 3801 870 370
<br /> 1-314 9/4 1230 640 1220 630 1160 430 1140 420 1120 410
<br /> 6.0 7/.8 1630 580 1610 570 16400 470 1520 460 1490 430
<br /> and 2090 630 2060 610 1820 5101 1770 494 1710 470
<br /> V; - 730 410 730 4 I 600 340 680 340
<br /> greater t0', 940 4t30
<br /> 518 1070 .>rd0 1060 530 980 48D 950 47
<br /> 2-112 914 1400 710 1380 700 1230 620 1270 600! 1240 560
<br /> 7/8 1790 030 1770 810 1660 683 1640 660! 1600 610
<br /> 7 I 2230 ow 12)0 880 Asa 7301 2060 T001 2030 680
<br /> 1n I 730 470 730 470 700 4301 690 4101 690 400
<br /> 518 1140 920 1110 610. 1000 5801 1060 6301 1070 620
<br /> 3-112 3/4 i 1650 7801 1640 770 1540 680' 1510 670, 1470 660
<br /> 7/8 2100 960' 2070 950 1910 870 1880 8501 1840 820
<br /> 1 2550 1190; 2520 1180' 2340 1020 2310 81801 2260 960
<br /> I.Tabulated lateral design values.Z,for bolted connections shall be mahiplied by all applicable adjustment fatsort(rue Table 11.34
<br /> 2.Tabulated lateral design values,Z.are for"full-body diameter"bolts(see Appendix Table LI)with bolt beading yield strength,
<br /> F,b,of 45,000 poi.
<br /> 3•Tabulated lateral design values,Z.are based on dowel bearing strength,F,.of 7,50D psi for concrete with minimum ce--2,500 psi.
<br /> 4.Six inch author embedment assumed.
<br /> ' (in.) Uncrecked Ft It Uplift Ft Fx Up1Ut.-_..
<br /> Modal Sill Sire P u az DC C-P
<br /> FastenersAllowable Loads _
<br /> Sides
<br /> Top WMdandSOCA88 SDCC-F �ndandSDCAB6 S
<br /> �_—__. _...._..,-.._ l., t I. I. Ft F2
<br /> ---- UP9ti Ft Fz Uplift I, _-_
<br /> Standard Installation-Attached to OF/SP Sill Plate
<br /> MASAMMASAa 2x4,46 x8,x1011(3)0.148x 1h (6)0.148x 1K 920 1,475 1,095 74611.235'1,045 76011,475I 875 66011,235 765
<br /> 1.
<br /> t(5)0.148 x 114I(4)01480 1155 630 1,165 725_550 1,020 725 4751,165 725 415.;_1,020. 640�
<br /> One-Leg-Up Installation-Attached to DF/SP Sail Plate
<br /> 3M,3x6 10148 x 1Ki(2)0.148 x 115 760 — 685 '965/60 f 930 500 685BID_
<br /> orMAS
<br /> ,O
<br /> (6) (3)0146 x 1, 755 965 9., 660 845 995 670
<br /> IiiMASH AP
<br /> ,2x4.x6.x8,x10 0148z1'h
<br /> TAlo-Legs-Up Installation-Attached to DF/SP all Plate and Itimboard
<br /> — ---,10 1 1 I
<br /> ■ MASA of MASAP 2x4,x6,x9,xt0 (9)0.148 x 1 K 810 1,105 865 740 965 765 1,105 630 f SBD i 065 550 I
<br /> Double 2x Installation-Attached to DF/SP Oil Plate
<br /> II II oublex4,
<br /> 2
<br /> f MASA or MASAP DDmablr 7zf I(5)0.148 x 114!(2)0.148 x 1541 840 1,030 785 735 900 1785 635 11,030 765 555 1900 1 765 1 Annexe bads reduced
<br /> ! Im one up installed
<br /> Standard laetatlabon—Attached to Ham Fir SKI Plate verbal[see table)- ---
<br /> I
<br /> gyp- — 2xa x6 x8,x19 �3)0148 x 114 (6)0148 x 114 790 11,250 1940 1640 1.060 9181 650 1 260, 755 570 2e4,gas -
<br /> : ` fir' 3x4.3x6 (5)0.148 x 1,5 (4)0.148x 18 535 r 1,005 1625 f 475( 875 625 410 e a 525 365 550 'Tar-
<br /> xa or•).,!
<br /> _�. .. ._.._ � ._._ madam-.
<br /> •
<br /> 2x4 x6,x8'110 (6)D 148 x 1 K-m — 830 795 430 726 695 F2 -'_"� �.1 - - •
<br /> MASAorMASAP I...— -870 — -... ,re- L t
<br /> 1 3z4,3x6 �T 0148x 1K1�o148x1K4 650 �B55�6W`�590
<br /> I'855-1 490� 670 I — 1 — l590�— �-�n /—
<br /> One-Lag-Up Installation Attached to Hem Fh Sill Plate and HF/SPF Stud
<br /> I Two-Lags-Up lnetallehon KernHe P5601 Plate and HF1SPF Himboard s ,
<br /> ID MASA of MASAP 1244 x6,x8,x10[(9)0.148x 1151 — 1 700 950 745 1 635; 830 1650(545 950 1540 1480(830(475 1 ___• t
<br /> Double 2x Installation-Attached to Hem Fir 661Plate Ilr F ",'1N"
<br /> W MASA or MASAP Daub1e2x4, i 1 •I'stre
<br /> I..Doubler 2x6 l5)0148z1K f�0.748x1Kz 720•890 1676 630 1776 1 675 I °45 890 675 555 I715 675 a
<br /> Wall Sill Single 5/8"4 5/8"4o Anchor MASAP Anchor MASAP Anchor
<br /> Capacity
<br /> Type Plate Bolt Capacity Bolt Spacing Capacity Spacing
<br /> P1-6U 144-pif(E) 2x 1376# 60"oc 1060# 60"Oc
<br /> P1-6 240-pIf(E) 2x 1376# 60"oc 1060# 52"oc
<br /> P1-4 350-pIf(E) 2x 1376# 46"oc 1060# 36"oc
<br /> P1-3 450-pif(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-pIf(E) 3x 1712# 28"oC 875# 15"oc _
<br /> P2-3 900-plf(E) 3x 1712# 22"oc 875# 11"oc
<br /> P2-2 1640-plf(W) 3x 1712# 12"oc 1005# 7"oc
<br /> L3.4
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