|
2018 IBC/NDS 2018 - Shear Wall Bolts
<br />fable 12E BOLTS: Reference Lateral Design Values, Z, for Single Shear
<br />(two member) Connt:ctions"M
<br />for sawn lumber or SCL to concrete ��r
<br />Thiciatess
<br />�
<br />LL
<br />ey
<br />S 4. o
<br />o
<br />i
<br />C
<br />f)
<br />G
<br />coal,
<br />c_
<br />E
<br />wr;'�
<br />en
<br />d=
<br />614
<br />d1
<br />o
<br />Z
<br />Zl
<br />7C Zl
<br />AlZJ.
<br />Zn Zl
<br />4 Zl
<br />t.
<br />It.
<br />1)79
<br />in.
<br />in.
<br />in.
<br />lbs. Jos.
<br />lbs. lbs.
<br />1 Ibs. fbs.
<br />lost. Iles.
<br />Ilas, Hls.
<br />1R
<br />S90 340
<br />590
<br />S50 310
<br />540 290
<br />S30 290
<br />5/B
<br />860- A20
<br />850 410
<br />810 36D
<br />am 330
<br />780 32D
<br />1-112
<br />3y/p6
<br />A60
<br />119D 450
<br />1130 370
<br />1120
<br />1100
<br />.1Y200p
<br />e360
<br />.
<br />�350
<br />a
<br />It .>3
<br />: t -. , Y 36i2
<br />;
<br />f, .:pAilf .'�2D
<br />r„O a1.1
<br />SB
<br />910 490
<br />900 480
<br />ai40 400
<br />830 380
<br />81D - 370
<br />13l4
<br />34
<br />123D 540
<br />1220 530
<br />1160 430
<br />1140 420
<br />1120 410
<br />6.0
<br />719
<br />1630 Sao
<br />1610 570
<br />1540 470
<br />ism 460
<br />1490 430
<br />and
<br />d71b:,.;<;: :470:
<br />neater
<br />470
<br />' . .�._ .. _,.
<br />Y:i'i�
<br />_ .a.:3
<br />?BP.
<br />518
<br />1070 540
<br />1060 530
<br />980 480
<br />990 470
<br />940 460
<br />2-11C
<br />3/4
<br />1400 710
<br />1380 700
<br />1290 620
<br />1770 Soo
<br />1241) 580
<br />7/8
<br />1790 830
<br />1770 810
<br />1660 680
<br />1640 660
<br />1600 610
<br />1+,,,>
<br />., ... ..,. )..�yryy}}�x::.t
<br />2Li�.
<br />hvi,,..
<br />j33 Qaaav 7LF)
<br />v�
<br />SY.. i i ,4
<br />y�....v.,»,M,.
<br />3-112
<br />314
<br />1650 780
<br />1110 770
<br />1540 680
<br />1510 670
<br />1470 660
<br />718
<br />2100 960
<br />2070 95O
<br />1010 870
<br />1880 $50
<br />1840 820
<br />1
<br />2550 1190
<br />2620 1180
<br />2340 1020
<br />2310 980
<br />2260 9so
<br />I. Tabulated lateral design values, Z, forbolted connections shallbe mullaphed by all appiicableadlnstmeat factors (see Table 113.1).
<br />2, Tabulated lateral design values, Z, are for "full -body diameter" bolts (see Appendix Table L1) With bolt beading yield strength,
<br />Fro, of 45.000 psi.
<br />3- Tabulated lateral design values, Z, are based on don el bearing strength, F,, of 7,500 psi for concrete vxith minimum 4'=2,500 psi.
<br />4. Svc inch anchor embedment assumed.
<br />ModM
<br />'He•
<br />SHlS€ae
<br />Fasteners(in.)
<br />�— —
<br />fides -:'Top
<br />Allowable Loads .,.
<br />Uncracketl
<br />Wind and SDCA&B+
<br />$DCC-P
<br />WbldandBDCA&Bxe
<br />SDCC-Fe
<br />Up0ft I Ft I Fz
<br />I UpHR : Ft:': . 2 :
<br />Uplift Ft ::Fz
<br />UpHfl Ft Fz
<br />Standard Installation -Attached to DF/SP Sill Plate
<br />MASAA'P
<br />MA.SA,
<br />20,'ib;t6 z10 .{3)D:148x1b5
<br />,(6)p.148x1:h
<br />;920
<br />T,475 1,095
<br />745
<br />Y{235
<br />1,045
<br />::750
<br />1476
<br />::875` '860;t 1235
<br />;755i
<br />..
<br />3x43x6i::r. 01d9x1Yd:'(4)0:IA8xlh
<br />;830
<br />1165':725
<br />550
<br />iD20
<br />725
<br />::k75
<br />Yi{t5;i25
<br />1 415 1 1020
<br />:G40?
<br />One -Leg -Up Installation -Attached to OFlSP Sill Plate
<br />MASAot MASA
<br />2x4, x6, x6,x10..(6) 6,146 x.7 f,'
<br />(3) 0.148 x 1'h
<br />755 1 965 ; 995
<br />1 660
<br />1 84SI
<br />995
<br />-570.
<br />965.
<br />;,930
<br />I 50D
<br />1; 845.,
<br />::810
<br />3it4;3x8:.. (7)0.146,x1SS
<br />(219.148x154
<br />-�-; � 7S0
<br />'885
<br />—
<br />—
<br />i60
<br />'—
<br />685
<br />—
<br />Two -Legs -Up installation -Attached to OF/5P Sill Plate and IHmboard
<br />MAI A0fMASA P2x4 C,t8x10 (9)'0.148x1h — f110 11,1051 $65 1 740. 9G5. 755 CCC 1.165 630 500 9G5
<br />Double 2x Installation -Attached to DF/SP Sir Plate
<br />Dwble2xM1 (5)01a6xt1h C2)0.148x1h 840 Y030 785 735' 900' '765' 635 T,030 '785 655 -900'-7t35':
<br />MASA or 19kSbD.. i
<br />Standard Installation -Attached to Hem Firsill Plato _
<br />li
<br />6 1310148 x 11i
<br />R D.148 x 11h
<br />—
<br />x 11h
<br />790 i 1111 : 940
<br />_
<br />535 1.005. 625
<br />"0 1,t16D
<br />475 875
<br />900
<br />625
<br />650 55
<br />..— --
<br />: 410 5
<br />570 UD
<br />.355 , „ 550
<br />One -Leg -Up Installation - Attached to Hem Fir SIR Plate and HHSPF Stud
<br />MASA or MASAP 2x4 x6 xB. x10 (810.148 x 11h {3) 0.148 x 1 LFW1 725 855 a90 830 795 • 430 725 bY15
<br />3x4, 3x6 (7) 0.148 x 1 Y4 1
<br />(2) 0.148 x 1 h
<br />- 670 r -»
<br />590
<br />—
<br />6T0 ' .— — 590
<br />—
<br />Two -Legs -Up installation -Hem F"M Plate and HF/SPF Bimboard
<br />MASA of MASAP 12x4. xG. xS. 00 (9)0.146x 114 1 — 700 1950 1 745 1.635 1 830 650 1 545 1 950 1740 480 1 S30 1.4751
<br />Double 2x Installation -Attached to Hem Fir$41 Plate
<br />MASA ar MASAP ... DoubleD xdtle 2x4 (5) 0146 r1 h R] 0.14& x ih 720 ; 890 675.1630 ..77b 675 .. 645 1 890 J 575 555 1 775 1 675
<br />2x6 .
<br />Allowable loads reduced
<br />for one lee+nslafled
<br />vanlydll (sec table) --
<br />x4 or s,
<br />Fri
<br />3wd or 3>6
<br />mud tl -�
<br />wr't
<br />=ic Ci j
<br />L3.4
<br />
|