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2018 IBC/N®S 2018 - Shear Wall Bolts <br /> Table 12E BOLTS:Reference Lateral Design Values,Z,for Single Shear <br /> (two member)ConnectionslAX4 <br /> for sawn lumber or SCL to concrete _ <br /> Thickness _ <br /> N M <br /> LL �- �U 4• <br /> kk 1D A C �C V O p <br /> n o E E _ 0. nE Na c E <br /> Eck � mol 4 <br /> q u <br /> aN Inr9 UN l7Q W � �Z <br /> t,a 4 D Z, Zl Zp Z', Zo Zl Ia ZA 7m Zt <br /> in in, in. Ihs. @s. Ibs. lbs_ Ibs. lbs. lbs. ens. lbs- Fos. <br /> I 590 340 59U 340 550 316 640 290 630 290 <br /> Wit 860 420 850 410 810 350 80D 330 760 320 <br /> 1-W 314 12W 460 11D0 450 1130 370 1120 3V 1100 350 <br /> WEI 1680 600 IUA0 4D0 1360 410 1336'�w 1180 370 <br /> 1 1800 S40 1760 M 1560 410 1520 42D 1480 410 <br /> 1Q -640 360 r 630 '3 .._58D 320 S80 311 560 :i;310 <br /> 6M 910 490 900 480 840 400 030 380 810 370 <br /> 1-314 314 1230 640 1220 530 1160 430 1140 420 1120 410 <br /> 6.0 718 1630 680 1610 b70 1640 470 1620 460 1490 430 <br /> and " '1' 2090 ':'. 630 52060 i61 1820 510 1770 A90 17f0 -' 470 <br /> 1r2 730 10 ::.730 ;400.. 700 360 690.:: 340... 680 -340 <br /> greater <br /> 618 1070 540 1060 630 980 480 960 470 040 460 <br /> 2-19 314 1400 710 1380 Too 1290 620 1270 $00 1240 580 <br /> 716 1700 630 1770 810 1680 680 1540 6fi0 1600 610 <br /> 1 2230 900 2210 2080 7' xLC$Q::` �06MOW 680 <br /> 1R 730 470 730 47 700 4 69Q:j 410 4% <br /> S18 1140 620 `1140 -6f 10Dp. ....650 108D 10T0 <br /> 3-W 3I4 1650 780 1640 770 1540 680 1510 670 1470 660 <br /> 718 2100 960 2070 950 1910 e70 1000 850 1840 820 <br /> 1 2650 1190 2520 1180 2340 1020 2310 00 22W 950 <br /> 1.Tabulatedlateral design values,Z.for bolted comsections shall be multiplied by all applicable adjustment factors(see Table 113.1). <br /> 2.Tabulated lateral design values,Z,are for"MI-body diameter"bolts(sae Appendix Table Ll)«ith bolt bending yield strength. <br /> Fit,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 k--2,500 psi. <br /> 4.Six itch anchor embedment assumed. <br /> _. <br /> Fasteners Gn pllawabktaads <br /> _..... ._.._....._.............._.. ..- _.........--- .—..... ..- ._._.�.—acke..........-..--.. -._... <br /> Model .. Urtuacked Otac <br /> t1a. SlIISi1e Sides..... ._ . s SDC Ft <br /> F- <br /> Top YdaSOCA8"' SDC F rw B C <br /> 1F <br /> Fj <br /> ............_..—_I......... - — �t Ufin-t e <br /> Standardinskllatim-Attached toDFISPSillPlate _ <br /> i <br /> c MASAaMASAf.2r•4,x6,r.8.x10 (3y0.U8xS:4 (6j0.148x1+h 920:1A75 1,C85 745 1,23.5 4,045 750 1,4Yb 875: 660 1,235 765. <br /> -- — -- --�{ ( One•Leg•Upinslala8oa A1laehedtoDFlSP 725 475 1,165 72b `415 1.020 640 <br />( 3r4,3x6 (5►0.148 x 1 S4 4y 0.148x I h 630 1,165 725 6 0 1,0 _ -_ <br /> 2x43(-0.s6x10y0.lA8xl14 {21o.146x1fi 755.;.9Co 995 ��SnPlale <br /> fj 5. 995 570 965 93C 7AD 845 8y0 <br /> MAShtxMASAP 5 — 10 — 685 <br /> Two-Legs-Up Installation-Attached to oF/SPSHI Plate and 8irnboad <br /> W,LIASA of MAW W.A.x&— x10 k(9, 148x 1% 810 1,1051 865 740 965 755 i^i- 1105€63 1 56D 965 550 <br /> Double 2x Installation-Attacked to DF1SP Sill Plate <br /> Double 2x4, ' <br /> I* I.USAaMASAP Dostle2:6 {510.148x134 2)0.148x1t4 840:1.0301 78¢ 735 900 785: 635 1A30 785 Tr5¢: 900 785 A+ teak 3srr••ic±� <br /> -- <br /> ( - — - --- ---- - - - ------- ro'-k�Ilar� a <br /> StmdardimtWiaUoa AltochedtotiemFlrSt7Plate — _ <br /> 2xy4 s ?D.148 x 1 S4 (01 ota8 r 1 4r 1 4 790 1250 340 640 1060 900 659 55 570 x lro t yya 1 <br /> 34ASA nr tlASA>s I I �.-. Sri rt a <br /> {5y 0.149 x I h (4 0.148 x S, b35 11005 625 475 875 625 410 625�.55 <br /> (Ine•Leg•Up installation-Attached to Hem Flr S91 Plateand HFISPF Stud <br /> i 6fA5A ct hN$Ap�2w,x8,x8,001(e)0.148 x 1 i 113}0.148 x I f; S50 830 855 65 725 855 490 830, 795 430 725 695 <br /> .... �' S <br /> I`I 3r4,3>a 710146xiS4 (2y0.148x114 — 3 670 j� — — 670 — 590 i.:: ; <br /> Two-Less•Upinstalatim-Hem Fir Sill Plate and HF1SPFRimfward v <br /> f al4ASAP 2x4 x6 x8.x10- o,148x1% — 70D: 960 745 635 830 G50 545 950 l 540 480 834 475 --',,_c ,`�l <br /> f,UISA (91_ -- <br /> I: Double 2x installation-Attached to Hem Fir 561 Plate -.r <br /> 0x ba 2r4 <br /> JD I,IASAmR1ASAP Doublo2x6 (5}0.IASxISS {210.148x114 720 690 675 63F1 775 676 '.4S 890 675 555 775 675 <br /> s JJJ <br /> i <br /> j. P1-6V 144-p1f(E) 2x 1376# 60"oc 1060# 60"oc <br /> PI-6 240- If E 2x 1376# 60"oc 1060# 52"oc <br /> P1-4 350 If E 2x 1376# 46"oc 1060# 36"oc <br /> PI-3 450- If E 2x 1376# 36"oc 1060# 28"oc <br /> I: P1-2 820- If W 2x 1376# 20"oc 12500 18"oc <br /> P2-4 700- If E 3x 1712# 28"oc 875# 15"oc <br /> P2-3 900- if E 3x 1712# 22"oc 875# 11"oc <br /> j P2-2 1640 plf W 3x 1712# 12"oc 1005# 7"oc <br /> L3.4 <br /> 5 <br />