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2015 IBC - Shear Wall Bolts <br /> Table 12E BOLTS:Reference Lateral Design Values,Z,for Single Shear <br /> (two member)Connectional-2-'4 <br /> for sawn lumber or SCL to concrete <br /> IA,,ar.,n <br /> N <br /> _ LLppg <br /> N <br /> E E m o CC $ a <br /> it; <br /> p .ter'� :lot <br /> . its A f ob na <br /> E �� pm e o c 55 <br /> w 0 8 at IE t3 i� 8 2S 8,11 a 3 t'.Li i <br /> 1.. 1. D Z Z, Za Zi Zu Zl 4 Z, 4 Z., <br /> In In. In. lbs 0n lbs tbs lbs lbs ba lbs lbs lbs <br /> 1/2 500 340 590 340 550 310 540 290 530 290 <br /> 578 860 420 850 410 810 350 800 330 780 320 <br /> 1-1/2 3/4 1200 460 1190 450 1130 370 1120 360 1100 350 <br /> 7/8 1680 500 1640 4901 1360 410 1330 300 1280 370 <br /> 1 1800 640 1760 6301 1660 440 1620 4201 1460 410 <br /> 172 640 360 630 3601 680 320 680 310 650 310 <br /> 5/8 910 490 900 480, 840 400 830 380 810 370 <br /> 1.311 3/4 1230 540 1220 530 1160 430 1140 4201 1120 410 <br /> 6 0 7/8 1630 580 1610 570 1540 470, 1520 460, 1490 430 <br /> and 1 2090 630 2060 61o� 1820 6101 1770 1710 470 <br /> greater 1)2 730 410 730 4001 700 360I 600 340 660 340 <br /> 5/8 1070 540 1060 5301 980 480. 960 470, 940 460 <br /> 2-1/2 3/4 1400 710 1380 700, 1290 620 1270 600 1240 580 <br /> 7/8 1790 830 1770 810 1660 680 1640 660 1600 610 <br /> 1 2230 900 2210 8801 2080 730 2080 7001 2030 880 <br /> 1/2 730 470 730 470 700 430 690 410 690 400 <br /> 5/8 1140 820 1140 610 1090 550 1080 530 1070 520 <br /> 3-1/2 3/4 1650 780 1640 770 1540 680 1510 670, 1470 6613 <br /> 7/8 2100 960 2070 950 1910 870 1880 850, 1840 820 <br /> 1 2550 1190 2520 11801 2340 10201 2310 980; 2260 950 <br /> 1 Tabulated lateral design 1 alues,Z.for bolted connections shall be multiplied by all applicable adjustment factors(see Table 11 3 I) <br /> 2 Tabulated lateral design 1 alues.Z.are fot 'full-body diameter'bolts(see Appendix Table Ll)ssith bolt bending yield strength, <br /> F,, of-15.000psi <br /> 3 Tabulated lateral design 1 alues Z,are based on dowel bearing strength,F,,of 7,500 psi for concrete with mtnunum L'=2,500 psi <br /> 4 Six inch anchor embedment assumed <br /> l. Co= 1.60 <br /> Now= Mau*.lash e <br /> Non Cracked C7ar <br /> Neill It 511119s • <br /> UM Tee mei gad511C All a" SOC C-P 1WMgq WC Ales* 60C C-P ' ''"���. <br /> W <br /> upidI F, F1 opl,11 Fr Ft 041/It PI Fa USW Ft Fr •-.A <br /> STANDAR°INS1AILAI ION•AD Wog to DFAIP SAIPIala <br /> h <br /> MA6A is MASA.a 4 2.6 3-10 Iss 6-1001n Lb 920 1515 1005 745 1 1045 195 1515 410 640 1235 765 <br /> 3.4 316 5-104a1- 4.1061KI 660 1215 VI 550 1020 775' 1445 17,5 725 416 1910 64_ <br /> ONE 116 VP 1101111.1411011-Mauer/le OF/SF SW Plat. <br /> MASA as MASAP 7a4 2.6 51001., 3-1t1W1•. 785 1005 995 680 so ass 595 1005 a65 SOD W II) <br /> 3.1 3s6 T 100ala,'71100 14 - 615 - - 665 - - 61s - Its <br /> ,a', •.i-•r Ns,AI I A,,111.-AI4WaN0FIPSMFN1aa•a NN•Oa.4 <br /> 1111) MASA or MASAP 1.42a6 9400.1% - 1910 1150 900 740 966 765 1666 Its.) 650 590 966 55C <br /> MWSD 2.11010.1.11004-*41.48M l•OF/SP$Ot Plop <br /> ris MASAor MOO 061244 O68 718 9-1001-- 2-10014)675 1075 786 735 900 165)660 1075 7S5 535 S00 75' <br /> 6TANOAR01NSFM.IAIION-MIxW to New Fe Silt PUN <br /> - MASAO 174.T4 3.1C4ut 6-14L.1 I .10 DO 410 640 1060 000I 675 - 765 WO2 6F•_ <br /> 3•l Slit 5-100.1 4.100.1 560 1045 625 4/5 615 625 472 ISO 625 155 .. <br /> ONE LEO UP 61SIALLAIIO8-ANae8 d Is Nee/r S41 Plal.lad N,IN 11.4 <br /> a MASA„Aso 2.47.5 6:104.1 3•IOd.1. 675 665 655 565 75 455 SIC 665 I133 433 725 60, <br /> L1 3.6 7-100a1:, 7100.1 r.. - 700 590 7W <br /> TWO I i0E le'NA 111 i Sl ill,-I$em IIt SIN Rs*aM ai SP!illoto ld <br /> MASAA MASAP 7,4 216 9.1001'-, - ) 700 990 775 635 sso 650 I STO 990 565 40) 130 1;`. <br /> 00081E 7.NOS IA11411011-Meshed le Hem Fa SW FIAN <br /> ii MASHa 50.547. INN 7.4 I1N74}.tly.1 2400.1-.) .'10 975 6/5 631 /15 675 ) 660 975 675 )55 - a" <br /> Wall Capacity Sill Single 5/8"4, 5/8"(1)Anchor MASAP Anchor MASAP Anchor <br /> Type Plate Bolt Capacity Bolt Spacing Capacity Spacing <br /> Pl-6U 144-plf(E 2x 1376# 60"oc 1060# 60"oc <br /> P1-6 240-•If E 2x 1376# 60"oc 1060# 52"oc <br /> P1-4 350-•If E 2x 1376# 46"oc 1060# 36"oc <br /> P1-3 450-•If E 2x 1376# 36"oc 1060# 28"oC <br /> P1-2 820-•If W 2x 1376# 20"oc 1305# 19"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 /> P2-2 1640-•If W 3x 1712# 12"oc 1045# 7'/"oc <br /> L3.4 <br />