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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)Conn ections'A'A
<br /> for saym lumber or SC'L to conue,to
<br /> .................
<br /> UIOU
<br /> s
<br /> 1:1 ZI yj AZz Z. Zr Z, Y, 421
<br /> MI. is, in. L*. Pr., We. Poi.. ff, [to, ft6 tr lb. lb--
<br /> 112 V"
<br /> , . s M M I I . 6" W
<br /> r, M. 3
<br /> M WD .420 850 4,0
<br /> 1-112 314 1 M 460 1190 450 1130 370 1120 JIDD zw
<br /> 1� 41b U156,
<br /> ,:Iwo 0
<br /> Va 910 400 ow 400 146 400 M 31% 11to
<br /> 70
<br /> I-W V4 WX 640 MO 630 1160 4w f140 4201 20 Ato
<br /> 6.0 716 16-10 680 1610 670 -164K0 470 620 In1
<br /> U90 430
<br /> eM .6161 Id 06
<br /> 'A) M 0
<br /> to Gla
<br /> 1070 640 1000 630 60 U0 No 470 046 46D
<br /> 2-irl 314 1100 710 Im 700 Im 620 1210 6w f240 sw
<br /> ul)via o M IM 610 1660 00 1640 ow 16M 610
<br /> 2060
<br /> .....-7Wo7777��
<br /> r"a 6.:�
<br /> 3412 Y4 1656 7% ICAO 770 UAO 00 isio 670. 99 ai!
<br /> 719 2100 2D70 9 1010 i7ol 1660 Still 1840 M
<br /> 1 2sw 1190 2S20 I 1 2340 10201 2310 R.- 2260
<br /> I.Tabulated late3al daign Moo.Z,fw boiled comoctioto shall be FaldfiPliedby LU applicable adjumnal factedi(ma Table 11.3,1),
<br /> 2.7fik-latcell lasual,design voltics.Z,fitc.for"fall-ix-dy divatice"bolts(Lee Appwdi0lible LI)Nvidi Wit bs diolt yie$4 bueito,
<br /> F,%,of 45.000 psi.
<br /> I Tabulated luend doijui valurs.Z.are based an&Nvtl bearina 6teekigih,F,of 7.50D psi f"cot ele with miuffami t'4,500 psi
<br /> 4.15ix W�I susebot tobcAmmi asivned-
<br /> re merxuqwj
<br /> MAI
<br /> V.1 Site 6d
<br /> Sid• Tap Whdaa1SDCAAt:"j S00044
<br /> Sucxltv.i
<br /> 11 i fz Mill� Ft.] tj Uffill PI .1 L2 01 FI F2...................
<br /> !2!41 16"S.- 1.416 1_87i M 11.2361
<br /> 3A,36 125 VA 1 416 1.165; 126 4-16 [FoiF,640
<br /> .......... —.-I ..... . _I 72,
<br /> fto-tog-Up kniststba-AttAthed to DFISP 611 V10a
<br /> 6j0A46xlV0',-)0140xI% Iss 96,1*Do io 06 66 4i
<br /> Mt--IQ 7.114.i1a
<br /> TwkAeg5-Up ln%tahii�-Attached t�DFAP$11.Fists W filmbowd
<br /> ............ I- , ----
<br /> . -
<br /> 19)(114AxIIA! a 765 1.105
<br /> ..........
<br /> V IAASA w MAW
<br /> Dxl-h , 0 140 x I'A 0 V]640'1,030 785 73 1 e00* 78'5
<br /> G.A4 2, .140 1 5 70, 625 11-03D cs',1 90 714
<br /> V—Y!
<br /> StwWard FAWRAtorl-A1180,14 to HIM FU SIN iffit,
<br /> wn mu -is 'riq EG 0Ff
<br /> -L0351 G25 410
<br /> Ow-Up-lip W Pam Fir iU Make Vid itusp;ra-3
<br /> j
<br /> 12X4, 0 14 0 1 13)0.HO)f ii j_L59 US
<br /> or IAASAP ---10- f1�.S.j t'�_f_"D r
<br /> _ — -M--, V;
<br /> PIAM 41.70 No
<br /> Two-tegs-Up IM1,6110,06-Flem Vr SRI rate L,411FISFF Priboard
<br /> MASAI or FAS1,11 j2x4,)6.)8-x 10'n DL140 I-h
<br /> . ............ 7.0.0 950 746 1 6Y, -5—4-5-T 9-5 0 116-40 1
<br /> ....... ......
<br /> 0148 1. 72d 140 675 613 is 116 61.5 -45 ovi 676 655 715 F,76
<br /> P'l
<br /> P1-6U 144-pli(E) 2x 13764 60'.0. 106611 60"o,
<br /> PI-6 2/10-P11(El 2x 1376# 60"oc 1060H 52"oc
<br /> PIA 350-p1f(E 2x 13761) 46"oc 10600 36"oc
<br /> P 1-3 450-plf JEJ 2x 137611 36"oc -1060i1 28".9c.
<br /> P.9--.2 L2�0�Lfj�� 2 370 20"oc 1250# 18"0C
<br /> P2-4 700-plf(E) 3x 171211 28"oc ----8756 oc
<br /> P2-3 I E 3x 171211 22"oc 875W I III oc
<br /> P2-2 3x 171211 12"oc 100511 7"or-,
<br /> L3.4
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