|
2018 IBC/NDS 2018 - Shear Wall Bolts
<br /> Table 1.2E BOLTS:Reference Lateral Design Values,Z,for Single Shear Alt
<br /> (two member)Connectionsl-2-�
<br /> for sawn lumber or SCL to concrete
<br /> TAicknisas
<br /> o�» mmL
<br /> a (o <4 a m
<br /> 0 3
<br /> t'n y D Ze ZL Z. Z, ! Za ZS & Zi f f o Zt
<br /> in. in. in. lbs. gas. IDS. It's. lba, bs. gas. It's. f lbs, lbs.
<br /> ll2 590 340 590 .1 S50 310 540 Lw. 530 291)
<br /> 61$ ;.9 0 42D 850 4101 610 350 800 3301 780 320
<br /> 1.112 3•'4 1200 460 1100 450 1130 370 1170 3fll fl0 350
<br /> 3' r, ', 133R 12Hri
<br /> 16tx1 540 '1760 30 11 bail iS20 d2t)i : 1460 41[r
<br /> iTh<,:,a,_ 640 6iT 0 350 SH0 a20 Bf1d f 31
<br /> M 910 49t7' y00 480 "D A00 81 38 elt) 37
<br /> 1314 314 1230 S40 122C S30Ii 1160 430 1140 11211, .120 4111)
<br /> 6.0 718 1130 530 ibt0 570 1640 470 1S7) 4GU t4"),) 430
<br /> tend i f, +1770 43! 1710 474)
<br /> tt. s .i.; 9 }�itril 1r?".a._ _.�10 ,.I 3,4t1:
<br /> greater »ti8 10". $40 low 510 - No ASS ON 470 wo 460
<br /> ;M 3fA UM 710 1380 TOD 72A0 620 1270 RIO 1240 580
<br /> 718 1790 830 1770 810 1,660 680 1640 660l 1600 610
<br /> `1 i 1770 _81, ,., w 700j 2030 680
<br /> a 73a 2a 1 _
<br /> 730 1 A74��i tl7 %0 410; 690 d( ',
<br /> 3 2 =1 1 781)"c 1 25 .1 701...?,111801 2 1 o 15110
<br /> M, Z0 718 210D 71
<br /> 950
<br /> 1.ThImIsited latefAl desien calves,Z,for balred connections shall be muitipt,ed by all applicable adjustment factors(ree Table 11 3.1).
<br /> 2.Tabulated lateral dai¢a values,Z,are for"full.bMS-diameter"bolts(scc eAppmdet Table Ll)with bolt bending held strc;>zt$',
<br /> F,,of45.000 psi.
<br /> 3.Tabulated lateral desien values:Z,are bated on dogrel bearing strength,F,,of'?,500 psi for concrete with minimum£,'=Z, 00 P.
<br /> 4-Six inch autboi embedment assumed.
<br /> --Faslt:4eis{in.l : Agossabte:lands
<br /> Model- - Ontracked _Crackad
<br /> Sgl Size - -
<br /> ibc. Sides lop Wmd and SDCA&B SD+:L- Fyt:
<br /> SOC A_8R _SM C A
<br /> i 0N1rfi FI fg Upke, t F Fi,I Fs Upli j-F? Fz:.
<br /> Slandard 1nsiallation-Attached to UFfSP Sill Plate
<br /> AShSho 1.9A:,lc 20 xfi rli x1P)(.t}01 8&tide{pit D1�f8R;lz 92f 14r5 30051 x45 19 5( b750 oa t147k a=, 60 1*'337 rfa
<br /> 4x4 9Yr i51D ig8r1 a {4+01g8fi lYr R30 1#F4 t 72E't 1660 1 1 Q7fl 7>5�s7b l 1755 7 5 j 41 '102F7 6+10
<br /> One-Leg-Up Inalalfation-Attached ib OHSF SatI Plafe
<br /> atA5Aot1AASAP2x4 x6 xb xiG (Y}0 tA8 s 1! 11 t48r t+t to Ono 65 500 i g15 1 495 570 1 t<,(A37
<br /> fSaS' {21014P%3rl +I C85 __ ._' l 16H5 _
<br /> Two-Lem-Up Installation-Attached to DF1SP Sill Plate and Rimboard
<br /> t Ic1TaS 1 ASAP ad fi-ic8 k1Q 1al0;itiix t 9 8i0 11'r5 885 74i1 9fi as I x 10„ .69C 5Ji0 5uS 55D.
<br /> bauble 2x InstallationInstallation-Atts=hed to DFISP Sill Plate
<br /> iA8�'r 12ii)11rC a 1?¢I (tq;3 E030 £h 35 OKI t8r I Gs 1 i t L 35 5v� S i9'J3 785" tr,yih io--...
<br /> W g, St ndard hrsl4bAtion Alt-hod! Hem Fir Sill Plate
<br /> „* 1111fa�a > iF+Glatt
<br /> F 5)
<br /> rt>?.,5. ._A 1ti ky gyi4 1 E3fi1� idly i4bvl s i Tr C1.G 47 67 � 410 v �r 1t
<br /> Dnt Leg 0P SaslallaHun Attarbed to Hem Fn Sill Pl ice and HFlSPF Stud
<br /> _ 7A yf st xl[ tFiP1dFt1
<br /> 1. ,ea p f +brt 12`i 0196 S Erl �9'I ..:. Sru -
<br /> Two-Lepa-Up InetagaUon-Hem Fir SIN Plate and Hf1SPF Rimboard
<br /> R q5d,of 111,5A DA rf xE k7r rg,D,14Sx 1 4 r..0 9a€1 745 E3S $3 r�a0 ri 9l a-5dr' i 420 -:u 0 s 4'15
<br /> Double 2x Instaiation-Attached to Hem Fir Sig Puts
<br /> 1&Sllartditf4 Dmh13y 1 r 01, C+ i%75 r3'J -"
<br /> P1-6U 144-plf(E) 2x 1376# 60"oC 1060# 60"oc
<br /> P1-6 240- if(E) 2x 1376# 60"0c 1060# 52"oc
<br /> P 1-4 350- If E 2x 1376# 46"oc 1060# 36"oc
<br /> P1-3 450-plf(E) 2x 1376# 36"oc 1060# 28"oc
<br /> P1-2 820- If W 2x 1376# 20"oc 1250# 18"oc
<br /> P2-4 700-pit 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-p1f W 3x 1712# 12"oc 1045# 7"oc
<br /> L3.4
<br />
|