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2018 IBC/N®S 2018 - Shear Wall Bolts
<br />Table 12E BOLTS: Reference Lateral Design Values, Z, for Single Shear
<br />(two member) Connections'ArM
<br />for sawn lumber or SCL to concrete _
<br />Thickness
<br />_
<br />LL
<br />N
<br />�- � O
<br />4•
<br />n o E
<br />Eck
<br />ggXC
<br />E
<br />plf
<br />_
<br />p
<br />v
<br />n"E
<br />�sc
<br />NG• c
<br />mEl,��
<br />E
<br />u
<br />UN
<br />l7Q
<br />l7w
<br />r'1Z
<br />rj,a N
<br />Inr9
<br />Z, Zl
<br />Zp ZA
<br />Zo Zl
<br />Zx ZA
<br />�a 4
<br />D
<br />id Zt
<br />inin,
<br />in.
<br />Ihs. @s.
<br />Ibs. lbs-
<br />Ibs. lbs.
<br />lbs. ens.
<br />lbs- Fos.
<br />630 290
<br />IQ
<br />590 340
<br />590 340
<br />650 316
<br />640 290
<br />W6
<br />860 420
<br />850 410
<br />810 350
<br />SOD 33(
<br />760 320
<br />1-W
<br />314
<br />716
<br />12W 460
<br />1680 500
<br />11DO 450
<br />t540 4DO
<br />1130 371D
<br />1360 410
<br />1120
<br />1836 w
<br />1100 350
<br />:: 1?80 370
<br />t
<br />1800 - S40
<br />1760 M
<br />1560 410
<br />1520 42D
<br />.:'' 1480 410
<br />1Q
<br />-640' 360
<br />r630 '3
<br />.._58D 320
<br />M- 3 0
<br />560 :i;310
<br />- 6M
<br />910 490
<br />900 480
<br />840 400
<br />B30 380
<br />810 370
<br />1-314
<br />314
<br />1230 640
<br />1220 530
<br />1160 430
<br />1140 420
<br />1120 410
<br />6.0
<br />718
<br />"'1"
<br />1630 M1610
<br />2090 ':'. 630
<br />570
<br />52060 i610
<br />1640 470
<br />1820 SID
<br />1620 460
<br />1710 i. 490
<br />1490 430
<br />1710 -'-410
<br />and
<br />172
<br />730 10
<br />::.730 ;400..
<br />700 360
<br />690.:: 340...
<br />680 -340
<br />greater
<br />618
<br />1070 540
<br />1060 630
<br />980 480
<br />960 470
<br />040-- 460
<br />2-112
<br />314
<br />1400 710
<br />1380 Too
<br />1290 620
<br />1270 $00
<br />1240 580
<br />71B
<br />t
<br />1700 630
<br />2230 900
<br />1770 8110
<br />2210
<br />1880 680
<br />2080 7 '
<br />1540 660
<br />'t0€0::` �08
<br />1600 Ml
<br />s=2b30 600
<br />M
<br />F.'8
<br />736 470
<br />1140 620
<br />730 47
<br />1 O -6f
<br />700 4
<br />1o9o. "'.fSO
<br />6pQ :j 410
<br />1080 ,i" 630
<br />::. I'M
<br />'. ' 1070
<br />3-W
<br />3I4
<br />1650 780
<br />1640 770
<br />IE40 680
<br />1510 670
<br />1470 660
<br />020
<br />718
<br />1
<br />2100 960
<br />2650 1100
<br />2070 950
<br />2520 1180
<br />1910 870
<br />2340 1020
<br />1000 850
<br />2310 080
<br />1840
<br />2260 950
<br />design values,
<br />Z. forbolted comlections
<br />shad be multiplied
<br />by all applicable
<br />adjustment factors
<br />l-Tabulated lateral
<br />(see Table 11,3.1).
<br />2. Tabulated lateral
<br />design
<br />values, Z, are for -full
<br />-body diameter" bolts
<br />(sae Appendix Table
<br />LI) uith bolt beading
<br />yield strength.
<br />Fit, of 45,000
<br />3. Tabulated lateral
<br />psi.
<br />design
<br />values, Z. are based
<br />on dowel bearing strength.
<br />F,, of 7,500 psi
<br />for concrete with minimum
<br />k--2,500 psi.
<br />4. Six itch anchor
<br />embedment
<br />assumed.
<br />M
<br />M
<br />M
<br />I*
<br />f
<br />Fasteners09 .............._....- .-...._.........--- .—...... - ._._.�.--..................--.. -._...
<br />...
<br />' Model Sill Sile .. Urtuadted piked
<br />t1a. Sides Top 1YndandSOCA88'' SOCC-F' wrdandSDCA�Bss SDCC Fc
<br />OpIHtt Ft.._.;.._Fr._ U�K .-_F1...... _ .- UpTdt - Fi- f7 Uplit -F� F2-
<br />Standard installation- Attached to OFISP Sig Plate _
<br />20'x8.r8.A0 (3)OA48xS:4 (610,148x116 1 M i1,4761 1,095 1145 1 1,23.5 4,045 750 1,4Yb 675' 660 1,235 765.
<br />M.AorMASAP
<br />3r4, 3x6 (5►0.148 x 1l4 (4y 0.148x I h 630 1,165 725 5,A 1,0
<br />-- _ - 2U 725 475 1,165 72b 'AI5 1.020 640
<br />. YY -- ------ - -- -
<br />---
<br />-
<br />-- --�- One-Apinslalatloa.[72hedtoDFl1P Sit Plate
<br />24, xS, x6, x10 {8j 0.148 x t'ix
<br />is) 0.148x 1'n
<br />755.) .965 995 6B0
<br />845 .
<br />995
<br />570 965
<br />930
<br />TAD
<br />&15
<br />010
<br />MASK of MASAP
<br />3c4.3rS ' `(7y0148xl14
<br />(2)0.146x1'h
<br />. _. 68_ - 7G0 r - 685
<br />--��__L_.:__�:_..:�. --........ -.J
<br />_...-.-._.-._........ -----..1 --
<br />Two
<br />----
<br />-Legs -Up Installation
<br />-Attached to OFYSPSHI Plate and 8imboad
<br />1.1ASA cr LSASAP 2x4, x6. x8- x10 ( 0148x 154 - 810 1,105 i 865 740 965� 755 i^ iY 1,105 € 630 1560 ch"r5 550
<br />t k
<br />Double 2x Installation - Attacked to DF1SP Sill Plate
<br />IMSAa MASAP Double 20, " (5) 0.148 x 134 (2) C.M.8x Ito 840: ` 1,0301 78¢ .735 900 785 : 635 1A30 785 555: 000 785
<br />_— .... .._ —_
<br />- —
<br />Standardiastallatlom AltachedtoHem FlrS1IPit*
<br />2x Fi s o D.148 x 134 (G) 0.148 r 1 4 790 1250 340 640 1,060 900 659 55 570 x lti)
<br />11JSAortlASA>sf 3)....
<br />�5.3 410 625 355 55D
<br />r v (5y 0.149 x I /, (410,148 x 1 , 11005 ; 625 475 875 625 , ,
<br />Oneteg•UpInstallation -Attached toNecnFlrSelPlate and NF1SPFStud
<br />_
<br />x6 s8, x10I (6) 0.148 x t a l W) 0.148 x 1 S, 650 836 i 855 565 725 855 490 B30 j 795 430 725 695
<br />-^
<br />61ASh ct hIr15AP �2r
<br />343> (7)0.148x1I (2)0.f46x114 - s 670 j,= - 670 - 5991-
<br />Two-tegs•UP Installation- Hem Fir SIB Plate and HFISPF Rimbward
<br />I,UISA or 14ASAP 2x4, x6, x8, x10, (9) 0,148 x 1 % - 700 : 950 745_ 635 830 G50 545 950 l 540 480 830 475
<br />70 _ --
<br />_...--- --._
<br />Double2x Installation -Attached to Hem Fir SHI Plate
<br />0x ba 2r4 720 890 675 63F1 775 676 r.4S t190 675 555 775 675
<br />I,IASAmR1ASAP Doublo2xfi (6)0.148x114 {210.148x155
<br />AW 7Ga k.:3s rr•=it2�
<br />rorazkai.s�x4 -
<br />W. Ibe,
<br />scc rt 34
<br />RtWSa ^
<br />t3,4
<br />
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