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El <br />2018 IBC/NDS 2018 - Shear Wall Bolts <br />Table 12E BOLTS: Reference Lateral Design Values, Z, for Single Shear Ak <br />(two member) Connections144 <br />for sawn lumber or SCL to concrete <br />rh�ttna6r; <br />x <br />poppgoy <br />^gym <br />AC <br />d: <br />¢ ; <br />a <br />QA O <br />,iSi <br />P <br />!1. <br />tl 6. 3 <br />tl <br />n WV13 <br />z, z,, <br />2;, Zj _ ZA <br />zjL <br />Zt ZL <br />o <br />in. <br />in. <br />I in. <br />lbs. fAs. <br />it*. Ibs. Its. DA <br />H)s. Its. <br />bs1lbs. <br />to <br />61* 340 <br />590 34 ti50 310 <br />54Q 2t11i1 <br />530 290 <br />619 <br />two 42D <br />850 410E 810 350 <br />800 330 <br />780 320 <br />1.-112. <br />3t4 <br />12M 480 <br />1190 450 1130 370 <br />1120 360I <br />lion 350 <br />},Ef 1 , t <br />1 <br />18t§i 40 <br />1760 590 3�1 v d40 <br />i520 470E <br />1460tif <br />i%1 <br />£490 -3Cii7 <br />930 370 <br />". 0 31 <br />518 <br />oitl 4h> <br />xl) 48;1 MO 010 <br />83 3419 <br />W 370 <br />1314 <br />31G <br />12°.v� W) <br />1 1c: 1="70 11W 4343; <br />1140 '1?q <br />1120 410 <br />6.0 <br />7 #8 <br />i <br />16� 54 <br />Zw Sao <br />161 c0 np 1 W, 4 -a <br />.20G0 610, 18i0 $101 <br />67) 40 <br />- d3''! <br />1490 430 <br />and <br />_ <br />it. <br />- <br />< c y,0 ) ¢iQ <br />�, :%. �ii1IS 3Ti3) <br />_177Q <br />i' '� 340 <br />gtaater <br />. <br />.f ., . <br />1jt7i). 540 <br />1D80 930 11tt0 480 <br />9CO 470 <br />940 460 <br />^;x;1(2 <br />3fA <br />1Aff(t 710 <br />1380 700 1290 620 <br />1270 RX <br />1240 580 <br />- <br />718 <br />1790 wo <br />1770 810 1660 680 <br />1640 eso <br />1600 610 <br />' 1 <br />2230 =� <br />r`N: ' -- l "} <br />iAIN," <br />O-Mvlawr s <br />�".:.M <br />�.c�s`���_ <br />Ny <br />i112 <br />3+4 <br />.-d'�?�f4rr�xi <br />1650 780 1640 770 <br />,?,�X.� <br />1Sm0 sm <br />11510 674 <br />1470 666 <br />718 <br />2100 9600 2070 950j <br />1010 870 <br />1880 854 <br />1840 82D <br />t <br />2550 i19D 2520 1780, <br />2340 4020 <br />2310 N <br />2260 950 <br />1. Tabulated lateral design Z, for bolted connections shall be multiplied by all applicable adjustment f kowrn (see Table I i .11). <br />2. Tabulated lateral design values, Z, we for "fu12•badt• diametet" bolts (see Appendix Table Ll) with bolt bending +Icld sbtu§tb, <br />F,O, of45,000 psi. <br />3. Tabulated lateral design values: Z, are baud on doirel bearing strength, F„ of 7,500 psi for con.-rete , ith rniuimum 4'=2:500 per. <br />4_ Six inch ancbor embedment assumed. <br />Sides':':: 700.: <br />to DFISP SHI Plate <br />h0aillaion -Attached to DFlSP SM Plate <br />Plate and 111mbeard <br />Double 2x gusto letion — Attached tp <br />,y'"kT✓l1!ll( bihv_�14L,x:i'$ <br />:...:.:...:..:.: ... .. �latEbfd�'lf�`" :E �.:! :... � : ::....,.: '.:.::::.: ".: ":: 1'...::::: l%•::. �.; .t'::::::, :'{ �:: �::.�:::t:'...:: r :;;:;r` <br />_ Standard Installation Attached 19 Hem Fir SM Plato �-4r_3i i:n; trt4tt <br />� -1 - )U14Ax#Sx's�jiD19A7 h 790 250I 49t7 � t;40;3460. €�' G_68 r_5:'. Fiif •0' ?,a.2ab � � � <br />1!5.:`_3?..:.1c`}Gb.. ..57`.t 47+`'_.S.. f?Y.`i.. 3_693:.1 a1U ` a <br />Drie teA-4 Inatallatoa Attached to Hein Fit SM Plate and HFISPF Stud 1 •; �' 4 <br />2xA xErP>10 tn7148x1v1(1014Rxlii r5Q a39 I A5 565 i 72s.{ k155 Alt A301 7a5 ! A8n 4. 2t G95' F29 WO <br />d'(idx <br />39:?xs <br />Two Legs Im Iaatdlalion Nem fg SSI Place add WSPI'Hhdtwrd <br />t4AS/ccttt,5n 2�t hr x8:x10';9t0:14Sx114{ 'iltii I1 �8�,745 �:835`.j.$A�f'i_Ba0 :595:;;�+i1.�59i;-;j;>4.87 ���r.�'975. <br />Double 2x Ih6tallaeon -Attached to Reid fir Sid Plata- <br />40SAW-01W .: {6i0.14Ax1V:�{717.i43k1•'z .7L0 &X., 675.I 830 : ' 5 L. 5 "^- i.A9b 1'G1, 555 , 7,5 ? G7a <br />L3.4 <br />