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2018 IBC/N®S 2018 - Shear Wall Bolts
<br /> Table 3.2E S©L7S.Reference Lateral Deelgn Values,X,for Singla Shear
<br /> (two member)Connections' '4
<br /> for sawn lumber or SCL to concrete
<br /> ... _
<br /> 7hkYrass
<br /> O b 09 -
<br /> 1111 �
<br /> L. t, D Zs Z, Ze Za 2i ZL 4 Z, za Zi
<br /> in- i1 in. tew bs. lbs. I*- fbe. 16n. IEa, b. ras. lbs.
<br /> n
<br /> 518 $00 420 050 410 elo 350 000 330 700 320
<br /> t•ir1 SI4 12W Aw 1190 450 1130 370 1120 360 11DO 350
<br /> /8 13b3 6�0 iko— 03 4380 7i 4333 3911 1'lBO:.:;:;; o
<br /> 0, 1760.: > IS80 ;.1520 :420:: 1480'-` 410
<br /> 31
<br /> !2 .: .:
<br /> 1ilA 910 ._490:.. ..g00:.:. 400 840:.: 400. . .:.830 :.... 380I. B10:..:. $70
<br /> t-3/4 314 1230 640 1220 530 11so 4301 1140 420 1120 00
<br /> r.n Z#e f630 .w 1610 670 1640 4701 1520 4601 14o0 430
<br /> and I:... .. .2000 .:..:�.:.:'. lit `t.:fs2o.:.:.: &fd.....''1`�'�- 40wo 171t1_ 770
<br /> grcator � 1060 yg18T0 ..... 630 0 ..A809s0 .. 'ATO .OiO. �16U
<br /> 2.12 314 1400 7t0 13" 700 1200 6201 1270 47:6 1240 360
<br /> na 1700 NO 1770 a10 low8801, 1840 $0 low aid
<br /> 7 4T0 4 D.;l.
<br /> 67a1 " 'L4o ...::at0 Ito 016 ID fy 1060 00
<br /> 312 dT4 1660 760 1646 770` Wd w� i5i11� i
<br /> Ire 2100 950 2010 t154 toto 870 16eo 890 1840 $20
<br /> ........--,._. --l—__2560 1190. 2M _ 1180 2340 1020_ 2310 980._ .2260 ... .950
<br /> I.
<br /> Tabulated lateral deaign values,2,for boltedeonnwions shall baraultiplied by all a pplicableadjtxttmeat factors(see Table 113.1).
<br /> 2.Tabulated latest duiga values,Z.are fox"full-body diameter"bolts(set Appendix Table Ll)with bolt beading)icld strengtb,
<br /> F,t,of45,000 psi.
<br /> 3.Tabulated lateral duiaa%%lucs,Z,are based oa d6wel bearing atreagrb,F,.of 7,500 psi for conuett Uirb miairaum t�=2;500 psi.
<br /> 4.$i s sub anchor embedment assumed.
<br /> i i : Fasteaen{hy _ _ Allavabtalaadt _
<br /> s Idodsl i s40Slea I Unerl _ Cracked
<br /> _._.....
<br /> i 0• � Sider Top WxduMS00A30UI SOCO-F' WladandSDCAde4] SOC"
<br /> Fz U ill Ft ! fz U H F lU I F r
<br /> Standad imlaf IaUon-Altadxldto DF)SpstI plate
<br /> 214,x8,x0.xt0 fsJ 0148 x 1 t4l(670.148x 1 ri 020 1 1.476 j I.W 745 j IM i 1,M6 7b0 i I,dib 1076 1660 1,Ya6 lab
<br /> MASAaMASAP a—.— _
<br /> I i 3e1,3x6 ;Q0.14e x 1 Yr (410.140 x 11S 630 1 Ib5 725 1 560 11020I 725�.4l6 1,165 1 725 1 415,,, 102) 640 I
<br /> One{eg-Upinstalofti-At lachedleDF7SP401Plate,
<br /> 2s4,x8,x8,r10'A 0,148 x 1%10 0148 x 145 765 g66 gge,:b60°846 9af, 676 g6Ti r 036 L00 346 610 i
<br /> Cd>IMAS4arMASAP I-- -- —I I ---- --- ....I
<br /> _ 3c4,3c8 1m6.,4ex,S5;(zyO,<gx14 /-A.- i-- 1 686( 760 t — I — lBS 1 -
<br /> Two-Legs -A4lat6edto0F1SP310MaleandBinboard —
<br /> P. WSAorMASAP,2x4,x8,x8:xt0 lldoll48x1td: — Bid ".Ids 05 740 i g05�755 - 1,tO5i t130?660 9b6 650
<br /> -- - i 1
<br /> Double 2K Instal atim-Attatlied to DNSP SrI Plate
<br /> Oothb2ce,
<br /> 9' MASAaIAASAP; oo 2as (6>a14Bx1S1'(2)o.14t1x 1K 940'1A30 7B5 73510001706(6261I,lil ! 795 655!g00I 786I xw�wkw�nreaus
<br /> Standard InslaUden-Altae6ed to Hen Fir 611 Fleta :n�a1l tu'ii,url-
<br /> rvbf 4-0 40}1300.140xI%j(6)0148xI15 790 12501 040 040 IND IN 650 1,1(rr: I t r 1 4601,005 6 4lb e760148x1S (4)0148x1K 1 . Y 0 j+r+3 6b 6
<br /> ► �,�3
<br /> I One-Leg-UpInsteladon-Allechadto Hem Fk$1iflate and HF15PFStad -
<br /> 2x4,x6,7A,x10(1)OUarih�(7)O.ieBrlh 650•a36 1655 b65 T25 666 490 03f1 70b 1 43O M5
<br /> MASAmMASAO — »,__ --,_-- _... --... _. I _�__.
<br /> `30,34 (Ty0.148 x 1111 f2)0148 r 1 S1 — I 070, — — 600( — 16T0 5190 -
<br /> Taa4egs0plaalalaiton HrmruOPlibis end 11FJSPFWmboud ----- l —
<br /> —
<br /> b' MASA(4A%SAp 12x4 xs x81i10,(0)0146xl% . 1 700 050 1.71fi sJi 830 650 US 1 00: 540 1 480 1 830 1 06 1
<br /> Ooutxe 2x1nsb01stlm-Atlra�lled Io 6em Fk S�Hata �
<br /> I DWb!a 20, _. .. ..........
<br /> MASAaMASap Po�tF32i6 '(5y0146xlst (2)0448r154 720 I Bg0 1 67b'630 77b 673 646 890: srb 556 775 675 +.�e-
<br /> -f--
<br /> 4-11
<br /> li'r liiE ltr If' >t t d 1' e 1,t .it•7r fM N1til•;rt
<br /> �l li i 1•li ;r'A !' 3 71t 1•tE,CiI• eTI 1' b t•7I11•)
<br /> Pl-6U 144-plt E 2x 13768 60"oc 10600 60"oc
<br /> P1.6 240-p1f(El 2x 137611 60"oc 10604 52"oc
<br /> P14 350-.1f(El 2x 1376#f 46"oc 1060#t 36"oc
<br /> P1-3 450,-P1_(E.L._.__ ..._.....2X•..._.: ......... 137611 36"oc 1060## 28"oc
<br /> P1-2 820-.If W 2x 137611 __—_._ 20"oc 12509 18"oc
<br /> P24 700- if E 3x 17120 28"oc 875#1 IS"oc
<br /> P2-3 900-,if E 3x 17124 22"oc 8750 11"0c
<br /> P2-2 1640-A (W y L �3xr µ 17120 12 oc 10051) 7"oc
<br /> - . _,��-,gym_. �: ...
<br /> L3.4
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