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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'AA4
<br /> for sawn lumber or SCL to concrete
<br /> Thickness
<br /> o�
<br /> oLL9Q �
<br /> Eger E m ma
<br /> o f
<br /> c�3 N
<br /> E S o
<br /> ro o n �1 m m o t
<br /> UP 0 Do m 62 here Cr[� ,", 8w
<br /> tm 4 0 k Zl zu Zl 4 Z.L Z� Zi
<br /> in. in_ in_ lbs. lIbL ft. lbs. lbs. lbs. lbs. ms. axs lbs.
<br /> 1/2 590 340 SW 340 550 310 540 290 530 290
<br /> 541 :880 420 850 410 S10 350 ODD 330 7w 32D
<br /> 1-102. 314 12DD 460 1190 450 1130 370 1120 360 1100 35D
<br /> 2�E '''o
<br /> .... S 3z ,u:G�rl.»;�,��.. ..,.�,t3BQ:..a��2320>„380 tti.t1'7,i3O >`E330
<br /> SA3 910 AN 900 490 840 400 830 380 810 370
<br /> 1$l4 314 1230 640 1220 530 1160 430 1140 420 1120 410
<br /> 8.0 718 1630 680 1610 570 15d0 470 1520 460 1490 430
<br /> and
<br /> 'fiI �4� 1_ 9 1 k 9�tb .17ti
<br /> greater
<br /> S78 1070 w 1060 530 980 �480 960 470 940 460
<br /> 2-112 314 14DO 710 1380 700 1290 62D 1270 6DO 1240 580
<br /> 718 1790 830 1770 810 1660 68D 1640 66.0_ 16DO SID
<br /> 1 'r %...,..:,i -go
<br /> -V�� L�4Q r¢tir r�"'E{h-
<br /> 3-112 314 1650 780 1640 770 1640 680 1510 670 1470 660
<br /> 7/8 2100 960 2D70 960 1910 870 law 850 1840 820
<br /> 1 2550 1190 2520 1180 2340 102D 2310 980 2260 950
<br /> I-Tabulated lateral designvalues.Z,fof bolted eoeaeetions shall be mtthiplied by aD applicable adjustment factors(see Table 113.1).
<br /> 2.Tabulated lateral design values,Z,are for"fell-body diameter"bolts(see Appendix Table LI)with bolt bending yield strength,
<br /> F,e,of 45,000 psi.
<br /> 3.Tabulated lateral design values,Z.are based on don el beating strength,F.of 7,500 psi for concrete Frith minimum f'=2,500 psi.
<br /> 4.Six inch author embedment assumed.
<br /> .....-fasteners(in-) Allowable Loads
<br /> Nb'dd — LL. ::Uneracked Cracked
<br /> K. . �Iltt. .' .Sides Tap tirndandSUCA&Ha► SDCC»Fa 18ndaedSOCA&Bar SDCC-la
<br /> Uplift F1 F2'. Ue@ft ,Fl F2 Uplift F1. F2 Uplift F7 F2
<br /> Standard Installation-Attached to DF/SP Sill Plate
<br /> 2x4,iiBxB;x1D 0.148x1+h(fi10.148x1'A 1120 1,475 1,0 5 745:.;7,235 1,045 ,i750 1475 :875 860 ?1,235 785!
<br /> NASAorMASAP y51'0.148X1K (41p148X1h:;::830 725 1 550 ,020 725 >475 7,165 7251 415 7,020 '640'
<br /> One-Leg-Up Installation-Attached to OF/SP Sill Plate
<br /> M`MASAorh1ASAP:2x4,x6,xB,xtO..(6)0J48X1K.(3)0.14891'h:.755 965 `:`.995 660- 845 995.1 570 -.985: 930 ;'500';1 845 81�
<br /> --3x4;�3x6 :::il])0.148x1K 12�0.148x11h ,GO I-.. - I
<br /> Two-Legs•Up Installation-Attached to DF/SP Silt Plate and Rh*oard
<br /> E MASA cr MASAP 2z4,z6,z8,x10 (910.148 x t h Si0' t.105,865 740 .966 755` �t �,705`; 630 SfiD: 9G5 550
<br /> Double 2x Installation-Attached to OF/SP Sill Plate
<br /> 61ASAarAIASSAP 'DdOtle2x4 6.146x1K' 0,148xii '84D 1,030 785 735 :900 795 `G35 1D30
<br /> ....Double 2z6 �). ... .. 766.' 656: 900i.785 AOlo rabie loans r _,`
<br /> ... .. .. . or one rep nta etl
<br /> Standard Installation-Attached to Hem Fir Sill Plate vertical Isec mhicl
<br /> ....... -
<br /> 0.148x1K (6)0,746x1K 790 1250 940 640 1,OG0 .900. 650 - - 55 570 G60
<br /> Rr ..__..1 .._._--- _ ...._ .......:.. ......_..--_ -_ ti� ...._..�.. ..._ :x9. Fi i
<br /> vTn )r1
<br /> (5)O.146x 1 K (4)0.146 x l K 635 1,D05 625 475 ,875 825. 470 ( (1.25 i355 t, ZSW 9xa ar3rs �i
<br /> __ - � � muQsi6
<br /> One- Up Installation-Attached to Ham Fir Sit Hate and HF/SPF Stud"' -� -
<br /> ......_. .--- ----. ..... ........ --- - -...- ----'--
<br /> 2x4,x6,x8,x101(6)0.148 x 114 (3)0.148 x 1'n fi50 j 830 855 565 725 855 49O 830 795 430 .T25 695 F2 k
<br /> ff MASA or MASAP 3x4,3x6 M C.148x l K (2)C.148 x 11h -.j 670 1 - 1 59D 1 - 670 1 - 599 1 - �
<br /> Two-Legs-Up Installation-Hem Fir Sill Plate and HF/SPF Rimboard
<br /> MASH orMASAP 12K W.x8,x10 (9)0.148 x 1 K 700 ! 950 1 745 635 1 830 1650 1 545 950 1 540 480 j 630 1 475 1 '
<br /> Dottie 2x Installation-Attached to Hem Fir Sill Plate ins
<br /> 10 MASA orMASAP D &2' (5)0.148x1K pa 0.148x1+)l 720.+6901 675: -630 775 675 545: ago Doub675. 555 775' b75 ^y�ini'�I r
<br /> "P1-6U1=144-plf(E) 2x 1376# 60"oc 1060# 60"oc
<br /> PI-6 240-p(f E 2x 1376# 60"oc 1060# 52"oc
<br /> P 1-4 350- If E 2x 1376# 46"oc 1060# 36"oC
<br /> PI-3 450- If E 2x 1376# 36"oc 1060# 28"oC
<br /> P1-2 820- 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# 7"oc
<br /> L3.4
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