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2018 IBC/NDS 2018 a Shur Fall Balls
<br /> Table U BOLTS:Reference Lateral Design Values,Z,for Single Shear
<br /> (two member)connactlons'44"
<br /> for sewn lumber or SCL to co',„l
<br /> f av
<br /> � ! S
<br /> { - Fx % m® e
<br /> w is co m t3 - -- U¢ _.. t _t w o
<br /> _.
<br /> in. s 1o, in. I L. ✓bs. ON, O,a. I§,s. lbs. tbs. ft, lb.. ba. �
<br /> 9 5z1{t 340 M 340j 1 - 2dif S50 Y.y90
<br /> 5tS am BSiI 4f0 81Ct 350 �6 33U' 7w 320
<br /> .-IM 314 1200 48U 1190 450 113"u 270 1120 380E 110,. 31%
<br /> y i ^'ii+YEnCtt''tt',,,t, t3M7`+�.tx".+pi st ice' izt7
<br /> J i'...S78 Alp 490 900 400I+ BAD d3U 3Btli OSO�`''370
<br /> 1-3(4 [ Y4 12.-V 54Ct I= 630i 1160 'M 1'4U A20� 1120 410
<br /> !!!
<br /> 6.0 [ 7A9 1 1630 580 16f0 570 9540 470 152U 4W4 1490 430
<br /> 0eeasiet - gg 1070 540 1©SO 530 980 400 90fi 4761 04
<br /> 2-P2 3!4 UM 110 1340 TOOT 1290 620 1270 6001 1240 5M
<br /> 1790 M 1770 0101 1660 GSO ISO 080 160U 610
<br /> 1 t r `.�fl. a2t7B0 Tail 7pA
<br /> $nt c.ixe4 ? AfD IXl a0 ti m1 }
<br /> i ,t5,lft!� t 1140 '.. U_. ,10t0 511. 11&30.' 1070
<br /> A-tial 3.4 l 1650 780 1040 T70 15=1.' S-90 1510 (ar0 1970 wl-
<br /> Uo 2100 960( 2070 M MO 870 -1880 050' 1t140 8W
<br /> 2-W 1990i 2520 1100 2340 10m: 2310 GM 2260 wi
<br /> f.Tabulated later el deoip cahles.Z.for boltad co2zlIN tiow shall be MWliplic.d by aL'applicable adjustmeat Gai-WI(see Table i l.3.1).
<br /> ITabulated iatesal desilm v4lats,Z.are fm"full-body diamete'bolts(see Appeudi-N Table L1),-0 bolt beudiu5 yield sut"pbj
<br /> F,,of 45,000 psi.
<br /> 3_TabUemd laxcal desip i 6ia ea,Z,we based on&-el&%-ins sumrth F„of 1,5U0 psi for concrete with minimum�-=2.500 psi
<br /> 4_Sh..inch arcbot'embcdm=t assumed.
<br /> Fncieters l6-6 Alloeaahln Leads _
<br /> Modal unctar;kvs t`-ackec; _
<br /> Nu. -......SO'Size yid^s 7ea #md z�td SOC MEW SD
<br /> F' Nr da E=50,
<br /> F1P'cfl�Ft FE UPIi t F, 1P fl r F b , Fl P
<br /> Standard Innlalk:F�;r-A11at31ed to OF/SP Si`l Rla1a
<br /> �MA.AcgMA$k� 2z4,x8,xS.x10 (3}0 ttsx rg SEjO a6ri,� --920 4(t 1095 74 12 5 1pcc 7 0 10.7 575 OSO-723F 7r
<br /> 3z4,3xo (5}C t48x 1a ;dl C a5 i 5 n30 765 -25 SSC i Oct7 r2r 'l 5 i is 725 R75 --7 02fl -640
<br /> ._._ .._ .... ..... -_... ..._,.._....._i. ..
<br /> On:-LO-uy EnstaKatit,o-Rt`,acllaG to P.PIaP Si;l Plate
<br /> ... A ._.. __
<br /> .2a4.z6.x8,x10 (6iC i4er J r:C145x 1'. 755 865 0 S 6 r 095 51 8ca. 500 .6a�...810
<br /> y MASA of t:.ASAP�. ---1-- .... 7..... .7._-
<br /> 3s4,3xE ;}3148X1v, �,Gt48,.ih 7fi� ' 625
<br /> -__•- � Two•I.Egs-Op issu2ls5-n-An .............cOFi.... ',PiatE enc Ri:nbaflrd
<br /> ir
<br /> MASA&MASAP Txa z2.x9.x;0 I.3lCiR�x sS' -- i) tn5 6c. .dC_.._�Cs 75c�... t i( ....n31' 6 ...065 550
<br /> 1. ... ............ .. _....3_._
<br /> 0oatda 2X tns10tskin-Arwhed re OF(SP Sill Plate
<br /> 2ft -15,0.1A8xlh ;[^,O.S40z 1;4 $�- UK: 7S5 73; oCO 785 !R9c r103C�' 73 55_ _ �0.705]�] hlWrnWs hurl reauc>[
<br /> .l 10 6n[1(Q r1i?'b1
<br /> Standerklnalzbntion-Altaakedlo Ham Rr51PPlate �rnuilxecis@r- -
<br /> Z 01
<br /> �72+Y4 k6 x8;q dlax 1 K l(n; 4P x I m 7K r 125 [5 FEO ore F'_1Db 1•z0 iz :TR „t'-- - -i66p 2z_
<br /> tifhikSAlx s �:�si#3i<6,, (5Y0.148xOK-ts L4�sl�Iiar�Ata.hedi�dun rS.I E n 625 a 7��� Y2 3�i 55U °D xt •�€�••`-�F`l b11.00A,_ �
<br /> p•(P FlatC a,d hF$Pr'Sid - f
<br /> E50 820 5 1 nF, 30. i Ff E3,, 786 4Yrr 725 6flS 2 ° .l
<br /> PO .MASAo MASAR _._... ' ' l T _. j--;-�.� 3 _
<br /> "X4,3rt .V?,OT0.0 x't4i(c.ulksrr;43 — 570 .— — 500 - i — 670 i
<br /> .. .. r....__ -
<br /> T*a-Leps-GpInSIqMILton Hem FiTSWPlet vrVr[^F!5FFRimboard
<br /> 9.- M SAe 1A5S6P cat,x6 xr>90 0G14Sz++a._ i.7�1 ^�D _ 4 63r C 0 S 0 c�c ''.-gam u40 €t'%l 1 830 +?b
<br /> Ooabl U Inslall Joy Attach d o Hum Fit Sill Peet I r° E^•�i('
<br /> l'/rJl1 x4 (5}C1Sax � 2.�0 c k I M45.Aot M19,(SAF; +4[sxlY 7c„ .�,.0 Er E30 sr5
<br /> Lx:I �x( _ �•5 000 573 . 177E E75 ,'l°.
<br /> a�.
<br /> F1-6u 144-p1(fcl I 2x 1,3764 60"oc 1060# 6G"oc
<br /> 1-6 2.44 plf€[l 2x 1376" T- 60"cc 1060# 52."oc
<br /> 1-4 350-pif;E) 2x l-- 1376- f 46"oc 1060; 36"oc
<br /> °1-3 450- if iE 2x i 13764 36"cic 14609 28"oc
<br /> --
<br /> DI-2 FS7�f;Illy 1 2x 1 1376t, i 20"oc 12501P lei"CC
<br /> P2-4 740-p!#JEi 3x 17,1241 28"ac W 8754_ _ 15"oC
<br /> c^3 l 900-p'i#IE's 3x i 17124 22"oc i 875#
<br /> _ �. _ -
<br /> P2-2 t' 1640-pif NY! 3x 1712# 12"oc i 1 Gu541. r`'"oc
<br /> . .uft�cs, �vwdai:A-+Riau*cnxamo7xeasavyautwc,+,w9set' a.:.:.sa'.ssxra:ssex; i€�.sxasers .uw.wt
<br /> L3.4
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