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2018 IBC/NDS 2018 - Shear Wall Bolts
<br />Table 12E BOLTS: Reference Lateral Design Values, Z, for Single Shear
<br />(two member) Connections'''^''
<br />for sawn lumber or SCL to concrete
<br />Th+tknoss
<br />or
<br />8N
<br />E c^
<br />$v
<br />E
<br />E
<br />A
<br />O
<br />a
<br />yAAA
<br />`
<br />h$
<br />y Jai tJ 3
<br />m5 om
<br />m'
<br />wou
<br />y
<br />E
<br />6
<br />S
<br />emi
<br />�33
<br />m
<br />x.
<br />8.
<br />ii 1r
<br />tiw
<br />Viz'
<br />Zu 4
<br />Zo Z1
<br />k Z1
<br />Zn Z1
<br />Za Z1
<br />Le
<br />4
<br />D
<br />in.
<br />n
<br />in.
<br />fbe. M.
<br />lbs. Iba.
<br />lbs. M
<br />lbs. Ors.
<br />Iha. Me
<br />12
<br />590 340
<br />590 340
<br />SSO 310
<br />540290
<br />53) 290
<br />Sa3
<br />800 420
<br />850 410
<br />8t0 we
<br />600 3w
<br />780 327
<br />i-'12
<br />Y6
<br />1200 460
<br />119D 450
<br />1130 370
<br />lim 360
<br />1100 35D
<br />l
<br />7/9
<br />x `C594 x
<br />a _ �rID al
<br />�^ `Y9� yIYO
<br />n �93U S 39D
<br />; z':M
<br />1
<br />t7EGYn tS'd0
<br />s; 3776b
<br />`t r~.. 4
<br />ti3t0 OrT 4
<br />S89NS0, tiF'Y'iti
<br />'dig -...
<br />a»:is. 86D
<br />Si,,.xSBO,rL..,.;�40s
<br />Sid
<br />910 AN
<br />90D 480
<br />"0 400
<br />ISO 330
<br />810 370
<br />U3I6
<br />3M
<br />1230 540
<br />12Z0 530
<br />1160 430
<br />1140 420
<br />1120 410
<br />6.0
<br />7A8
<br />1630 580
<br />1610 670
<br />1540 470
<br />1620 460
<br />1490 430
<br />and
<br />,.,ii„
<br />z.•,xgD9lti^'.:"hand
<br />`e'•20fi0""`CfO
<br />"'18'Nl: ,a§.SdD
<br />",,; "l7Jb-`'
<br />,".'d7fEk"+'B7A
<br />greater
<br />AIR ...
<br />�.�.,....c 1U
<br />_.�5
<br />a.,. `a060
<br />..':4e)
<br />Sib
<br />14M
<br />1060 530
<br />No
<br />980 480
<br />960�,..,_.
<br />960 4]0
<br />460
<br />2nn
<br />3/4
<br />14D0 ]10
<br />710
<br />1360
<br />1290
<br />1270 660
<br />240
<br />1600 590
<br />DB
<br />1790 830
<br />1T70 8t0
<br />810
<br />No
<br />i66D 680
<br />1640 660
<br />1600 610
<br />`SF' 2Zf-0 ,
<br />tS 4080 ; .i.t'03D
<br />,x 2060s . 70D
<br />) 7208Dr`" ;Sib.
<br />N �0 (, ,.fig
<br />73R
<br />N
<br />ni$ 30D Yt 3'�S
<br />R x 16OIg i19
<br />17
<br />�YLx�
<br />3-t2
<br />2" 780
<br />1640 TSO
<br />IUD10Ad.....w.z670
<br />1910 680
<br />i5t0 670
<br />1474
<br />t470
<br />lie
<br />11
<br />2100 960
<br />2D]0 950
<br />1910 8)0
<br />1880 850
<br />SO
<br />1860 620
<br />t
<br />211 1t90
<br />2520 1t80
<br />2340 t020
<br />2310 930
<br />2260 Sell
<br />1. Tabeiletedilatexadesii vales,Z,.—itedca-body dssblier"Wis ra,bvallappTable adj¢ssanbol, bon(aee Table 113.1).
<br />2, Tabvin45.lmemt dcsigv salvo, Z, arc for Yell -body diameter' bole (see Appendix Table Lt) with bofr bendivg yield mmgth,
<br />Fro. of45.000 psi.
<br />3. TabWated lateral desigasatvea, Z, arc based on doaa-el berm., i"Ith, F„ of 7.500 psi for co ..... uith editii n. 4'=2,500 Pat.
<br />4. Six inch anchor embedmem auvmbd.
<br />Model
<br />No
<br />Sill V.
<br />FastenersOn.1
<br />�—
<br />Sides
<br />Tap
<br />Allowable Leads _
<br />0litmcketl -.- -Crocked ---
<br />Wind and S0CA8B'^
<br />SOC
<br />Cf" Wntl and SDCABB*°
<br />SOC C-F^
<br />Uprift F F
<br />Up1A[
<br />F:- @ Uplift fi 'Fa
<br />Uplift , .Ft . Fz
<br />Standard Installation -Attached to OF/SP Sill Plate
<br />MASAm MASAPS
<br />2x4,x6x8x10,S)D148ii'A
<br />(6)0,148x1'h
<br />920
<br />14]5. 1,095
<br />745
<br />1235
<br />1,045
<br />750
<br />i-075
<br />-675 660 1235
<br />765'
<br />3x43x6 (5)0:1dBzi14
<br />i4)0148xtY.
<br />630
<br />1165 ]2e
<br />Sell
<br />t020
<br />725
<br />475
<br />1t65
<br />'725 415 t0P0
<br />Z840i
<br />One -Leg -Up lnatallation-Adechedto OF/SP Sill Plate
<br />MASAo(MASAP 2xt x6 x8 x10
<br />(6)0,14bx1'h
<br />(3)0.148x1+p
<br />755
<br />j 965
<br />1 995
<br />1 No
<br />"I995
<br />570
<br />965
<br />S30
<br />50D
<br />845
<br /><810
<br />3x4 3x6
<br />{7)0148x 115
<br />1210148x1%
<br />—
<br />]60
<br />—
<br />685
<br />-
<br />/60
<br />685
<br />Tan-Lega-Up installagon-Atlathed to DF/SP Sill Plate and H mboerd
<br />MASAor MASAP 2x4 x6 x8 x10 (B)0348x Ph — : 87011105 865 740 965 ]65 Cf ii06 530 fi80 965 `550
<br />Double 2x Installaton-Moaned to DF/SP Sill Plate
<br />MpSA er MASAP-�aubl¢2x4 (5)0:148xiN n10148x1'h 860 1030 785 ]35 900 765 835 i.030 °. i85 555 900 ']85-
<br />L Double 2x6
<br />Standard lnatollaUon- Allaahad to Hem Fir Sill Plate _
<br />01S)ow x 1k
<br />(5)0.14t1 lh
<br />�A""� One -Leg
<br />2x4 x6 x8 x10 _.._.
<br />MASA or MASAn (b10.146xih
<br />(610.148 x Ph
<br />(4)0.148xiK
<br />-Up Installation
<br />(3)O.t48x1'�
<br />790)1,250: 940
<br />535 1005,625
<br />-Atumbed to Hem
<br />_-- _
<br />650 8K 8551565
<br />640
<br />475
<br />Fir Sill
<br />1060
<br />875
<br />Plate and
<br />25
<br />900
<br />625
<br />HF/SPF
<br />855
<br />650
<br />410
<br />Stud
<br />---
<br />490
<br />55 57U $60
<br />;'6 5 355,p, +u550
<br />- -- _-- --__
<br />830 _ 795 430 725 695
<br />-3x4, 3x6 (7)0.148x 11
<br />(2j 0.148x1'S
<br />—
<br />6]0 — —
<br />590
<br />—
<br />670j —
<br />590
<br />Two -Legs -Up Installation - Hem Fir Sill Plate and HF/SPF Himboard
<br />MASAtr MASAP 2x4, id. x8. x10 i910.146x 1+4 700 1 950 1745 1 635 1 830 [ 650 1 SAS 1 950 1540 480 830 .475
<br />Double 2x Installation -Attached to Hem Fir Sill Plate
<br />MA54or MASAP Doubla214lo NS : (5)0146x1ff (2)0148x Yb :T20 ! 890 675 330 7]5 -6]5 645 890 6J5 555 7)5 S/5
<br />Doub
<br />. b6,
<br />U+ or 1,6
<br />O
<br />L3.4
<br />
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