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2018 IBC/NDS 2018 - Shear Wall Bolts
<br /> Table 32E BOLTS:Reference Lateral Design Values,Z,for Single Shear ,�#��
<br /> (two member)Connectlonst'''4
<br /> for sewn lumber or SCL to concrete
<br /> Thickness
<br /> W o 3 I
<br /> WFoo w 1 (9 i (ha, 6rx`. 11111 g
<br /> 4 4 0 4 4 4 41. to Zi to AL 4 4
<br /> in. in. in. be. lbs. Ds. lbs. lbs. lbs. lbs. lbs. lbs. be.
<br /> 1/2 590 340 580 340 550 310 540 2901' 530 290
<br /> 5/8 860 420 850 410 810 350 800 330 780 320
<br /> 1-12 3/4 1200 460 1190 450 1130 370 1120 360 1100 350
<br /> -718 1595 500 1559 490 i ti- 414 1304O oB0 '460 370
<br /> 1 1800 540 1780 530 1560 440 1520 420 1460 410
<br /> 1/2 640 360 630 350 580 320 580 _310 580. 310
<br /> 508 910 490 900 480 840 400. 830 380 810 370
<br /> 1-3/4 3/4 1230 640 1220 630 1160 430 1140 420 1120 410
<br /> 6.0 718 1630 680 1610 570 1640 4701 1620 400 1490 430
<br /> and
<br /> 1 2090 630 200 610 1620 5101 1770 490 1710 470
<br /> greater 1!$ j 730 410 730 400 700 3001 8e0 340, 680 340
<br /> 5/8 1070 540 1060 530 960 480 960 4701 940 460
<br /> 2-12 3/4 1400 710 1380 700 1290 C20' 1270 600 1240 580
<br /> 7/8 1/90 830 1770 610 1660 680 1640 660 1600 510
<br /> 1 2230 1700 2210 860 2060 7301 2050 700I 2030 030
<br /> 12 730 470 730 470 700 4301 690 4112 690 400
<br /> 583 1140 620 1140 610 1090 6501 )0))0 630; 1070 620
<br /> 3-1/2 3,r4 1650 780 1640 770 1540 680 1510 670 1470 660
<br /> 718 2100 960 2070 950 1910 870 1880 850,, 1840 820
<br /> 1 2550 1190 2520 1180, 2340 1020 2310 6801 2260 950
<br /> 1.Tabulated lateral desigavaines,Z,for bolted connections shall be multiplied by till applicable adjustment factors(see Table 11.3.1).
<br /> 2.Tabulated lateral design values.Z,are for"full-body diameter"bolts(see Appendix Table LI)with bolt braAing yield strength,
<br /> F,a,of 45,000 psi.
<br /> 3.Tabulated lateral design values,Z,are based on dowel bearing strength,F.of 7,50D psi for concrete with minimum 4'=2,500 psi
<br /> 4.Six inch anchor embedment assumed.
<br /> Fasteners(in.) _ - Allowable Loads
<br /> Model Uncracked Cracked
<br /> Ile. SNI Sue S1des Top Wind and SDC ASS SDC C-F' Wired and SDC 48601 SDC C-P.
<br /> Uplift F1 1 Fa .Uplift].Fl 1 F2 000 j Fi 1 F2 1808 FI ; F2_
<br /> Standard Irmtall8on-Attached to DFISP Sig Plata
<br /> r MAS4 orA1A$AP 2x4,18,x8.x10 J(3)0.1482116 (6)0.148 x 11 920 1,475. 60 1,2361 766
<br /> 314,346 1(5)0.148x 115(4)0 148 x 115 630 1165 1725 , 550 1.020 725 T 475 1,165.1.725 1 415 11,0201 640.
<br /> One-Leg-Up installation-Attached to OF/SP Sill Plate
<br /> is IX 244,x6,x8,x10 (6)0.146x 1 t5 (3)0148 x 1 h 755 985 1 995 660I 845 995 570 1 965 930 500'845 t 810
<br /> IA4SAAIASAP�- 314,3x6 (7)0148x114i(2)0148x114 780 7 685 — — 1 160 ' — —i 685 —
<br /> Two-Legs-up Imbibition-Attached to DFISP Sill Plate and Rimbaud
<br /> I. MASA or MASAP 2x4,x6,x8,x10 (9)0148 x 1151 — I 810 1,105 865 1740 965 755 i 1,105 630 1 560 965 550
<br /> Double 2x Installation-Attached to OF/SP S91 Plate
<br /> •I MDouble 2x4, --�� r
<br /> ar}dASAP Double 2x6 i(5)0.148 x 141 (�0.148 x 114I 840 1,030 7851 735 180g.785 1635 1,D30 785 555 900 785 I Alto,ow 19 vi tailed
<br /> IOi ant xp in{t01kd
<br /> r'4
<br /> I Standard lassllabon-Attached 10 Hem RI Sal Plate who;(see Silt)- --7
<br /> rvt»/ ,, 1 0.148x115 (6)014891Pi 790,1,2501 940 640 I10601 900 950 ;755 570 . 690 2t4.2xa, Ft
<br /> ' e_' (5)0.148 x t t4 (4)0.148 x 115 535,11,005!625 1475 I.875 625 1410 r e ;"`525 ,'355 1 550 ° or 3:s ...-
<br /> One-Leg-tip Instalaton-Attached to Hem Fir Ill Plate and HF/SPF Stud
<br /> I 2x4_x6,xe,x10 1(6)0148 x 115 I(3)0148 x 115 650 830 855 665 725 855 490 800 ! 795 .430 725 695 22 � ,"' }
<br /> •`t4ASgortMSAP i �— r ' 1 i-- 3x4,3x6 I(7)0148xf141(2)0.148xl%� — 670 590 — 670 1 — 590 — r•1 x 1
<br /> -�--— --Two-Legs-Up Installation-Hem Fir 691 Plate and HF/SPF Rimboard — e I
<br /> flD'M4SA or MABAP12406,16
<br /> Dmbla 2x4 (50748x 1141.._OD7Aot8eble 2z Installation-Attached toFir S8l Plato
<br /> e45 g , ....L..._._..I � ,ro Em sN.'
<br /> 19 MASA or MASAP 2x4,e4 x6 x10 D 148 x 114 700 950 745 635 830 i 650 545 950 1540 480 830 475 _ _
<br /> (2) .___. - _ -__-7 8 0 675 ...655 775 67fi r
<br /> 1-�etaz�s---- i I 1 l � L1_ �1 r.;lt
<br /> Wall Sill Single 5/8"e4 518"rt Anchor MASAP Anchor MASAP Anchor
<br /> Type Capacity Plate
<br /> Boll Capacity Bolt Spacing Capacity Spacing
<br /> P1-6U 144-plf(E) 2x 1376# 60"oc 1060# 60"oc
<br /> P1-6 240-plf IE) 2x 1376# 60"oc 1060# 52"oc
<br /> Pl-4 350-plf(E) 2x 13761t 46"oc 1060# 36"oc
<br /> P 1-3 450-p1f(E) 2x 1376# 36"oc 1060tt 28"oc
<br /> Pl 2 820-plf IW) 2x 1376# 20"oc 1250# 18"oc
<br /> P2-4 700-plf(E) 3x 1712# 28"oc 875# 15"oc
<br /> P2-3 900-plf IE' 3x 1712# 22"oc 875# 11"oc
<br /> P2-2 1640-plf(W) 3x 1712# 12"oc 1005# 7"oc
<br /> L3.4
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