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20180807080532.pdfSOUr-lD STRUCTURAL SOLIJTIOI'IS ENGINEERS - \o* fro Arn'rtbtcTrtê ßrcew*tr ftoore* fÒ ni6 Fo¿ntøftftal San+ S,øe I'L t FLR SHEATHING LEDGER ELEV.FLR ]OIST 4u *l +l; l-5/8"oEXP, ANCHoR W/ 4, MIN EMBED 2x(lvlATCH l0lST) P,L LEDGER FLOOR LEDGER N.T.S FLEB ı {70'103 z 1ZST ,S¿^to d,u¿ b\^k CONCRFTE WALI I FL ER 9, 2015OCTOB FL - FL00R LEDGER 151020,dw9 sþ/s HHH SOUI,¡D STRUCTI'JRAL SOLUTIONS ENGINEERS s I 7o<(o 3z- V3/ f;.'røt&e.,rL*aÆ Çtæ* L€,üGéa* /, ;' la,ugurr\ tty Çcoo{v*g, ,t UA(.( Sola'/r<* T; rA ¿_ k*,r: " ø ßn*r^ /"t/ &w t'r'¿ 4 í-n- /2r /go *t 't'&dYts*r lo*o aCX / & g(- '/{gü L-/ \* LL /K % /Ø /tsn* r-/ 3E t(1r,*,r //.s-" 5/nctN6- 3Òg o/o. A-ñ sto4 d, cr\oot* / o {^gos #'/ Øú .þ, S ç;tf,¿f t,,t G*.rzL-Tb ful ooø (o*(rcct¿* t 5 ¡^-c/ ¡t { t)s*Ø , ¡'l /''\. ¡,"1,r"¡l1' ,, ) f i ,r, ?- ¡ ? ,r Ç/( )¿. ,;; I t.it-,l.{,'* t*ü {P .t./û ."{ -t l{lL¡|rr Table 3 - l-lilti Kwik Bolt Vl'Z des¡gn strength with concrete / pullout failure in uncracked concrele12.345 KB-VTZ Technical Supplement Sheár - Nomiñal anchot diâmeter in. l'" = 6'ooo Psi rb (kN) 2,390 3,680 (16.4) 3,680 1t2 15,250 1 1,870 20.820 r4.380 (64 26,945 'Iable 4 - llilti Kwik 13olt VTZ dcsign strength with concrete / pulloul failure in cracked concteter'2 34's Shear - Qr'" l'" = 6,000 psi lb 1,695 2,605 2,605 1t2 10,800 (48.0) 8,405 14,750 5.6) 12,580 19,085 1 See the H¡lt¡ Norlh ^merica Anchor Faslcn¡ng Technicâl Guide to convert des¡gn slrenglh value to ASD value. 2 L¡near interpolation bctwcen cmbednlcnl dcpths and concrele compressive strcngths ¡s ¡ol perm¡tted. des¡9n. 4 Tabular values are for norma¡ weighl concrctc only. For lighlweighl concrele mul¡iply des¡gn slrcngth by ^., ås follows: for sand-lighlweighl. ^., = 0 68: lor âll-l¡ghlweight. À, - 0.60 3/8 5/8 314 Nominal anchor d¡âmeter in. 3/8 5/8 314 Tension - d'¡n f'" = 2,500 psi tb (kN) ,f'. = 3,000 psi tb (kN) l'. = 4,000 Ps¡ tb (kN) Effective embed. in. (mm) Nom¡nal embed. in. (mm) l'" = 2,500 Psi rb (kN) .f'. = 3,000 psi rb (kN) t'" = 4,ooo Ps¡ rb (kN) f'. = 6,000 Psi rb (kN) 1 ,9501- 112 (38) 1-13/16 {46) 1,380 (6.1) 1.510 (6.7) 1,7 45 c/.8) 2,135 (e.s) 1,54 5 (6.e) 1,690 (7.s) 2,505 (1 1.1 ) 2,375 (10.6) 2,605 (1 1.6) 3,005 (13.4) ?_ (5 1) ?.-5t16 (5e) 1,620 (t.2', 1,775 (t.e) 2,O45 (s.1) 3,005 î 2-112 (64) 1,985 (8.8) 2.170 (s.7) 2,510 (11.2) 3,070 (13.7) 2,375 (10.6) 2,605 (11.6) 2 (51) 1 0,785 (48.0) 12,450 (55.4) 3.11A (83) 3.550 (15.8) 3,890 (1 7.3) 4,490 (20.0) 5,500 (24.5) 9,845 (4 3.8) 3,440 (15.3) 3,970 (17 .7\ 4,865 (21.6\ 7,660 (34.1 ) 8,395 (37.3) 9,6902-314 f/0) 3..3/4 ---(-e5) - 3..5t16 (84) 3,140 (1 4.0) 't4,725 (65.5) 17,0004 (102) 4-9/16 (1 16) 4,100 (18.2) 4,495 (20.0) 5,1 90 (23.1) 6,355 (28.3) 13,440 (se.8) 6,675 (2e.7) 9.280 (41.3) 1 0,165 (4s.2) 11,7 40 (52.2',) 3- 1/8 (83) 3-3t4 (e5) 4,310 (19.2) 4.720 (21 .0) 5,450 (24.2.'ì 22,000 (97.9) 6,870 (30.6) 7,525 (33.5) 8,690 (38.7) 1 0,645 (47.41 17,390 (t1.4) 19,050 (84.7)('t21)(1 37) 5.3/8 Tension - q1{" l'" = 4,000 ps¡ rb {kN) l'" = 3,000 Psi rb (kN) /'" = 4,000 psi tb (kN) l'" = 6,000 psi rb (kN) l'" .. 2,500 Psi rb (kN) l'" = 3,000 psi rb (kN) Effective embed. in. (mm) Nom¡nal embed. in. (mm) l'" - 2,500 Psi rb (kN) 1,385 (6.2) 845 (3.8) 980 (4.4) 1,200 (5.3) 1,095 (4.e) 1,195 (5.3) 1- 112 (38) 1.13/16 (46) 775 (3.4) 1,845 (8.2) ?_,130 (9.5) 1,455 (6.s) 1,675 (7.s) 2,055 (e.1) 1,685 t/.5) 2- (51) 2-51 16 (5e) 't,325 (s.9) 2,42-0 (10.8) 1,685 c/.5) 1,845 (8.2) 2,130 (e.5) 2 (s1) 1,565 f/.0) 1 ,710 ci.6) 1,975 (8.8) 7,640 (34.0) 8,820 (3e.2) 2.120 (9.4) 2.320 (10.3) ?-,680 (1 r.e) 3.285 (14.6) 6,970 (31.0) 3- 114 (83) 6,865 (30.5) 3,185 (14.2\ 3,905 (17 .4) - s.¿25 - \\'->- (24.1') 5,945 (26.4',) 3.J14 3-5/1 6 (84) __-q5)"-_ 2-1t?_ (64) 2,5?_0 (11.2) 2,760 (12.3) 10,430 (46.4\ 12.040 (53.6) 3,1 85 (14.2\ 3,490 (1s.5) 4,030 (17.e) 4,935 (22.01 9,520 (42,31(102) 4 ?_-3t 4 (70) 4-9t 16 (1 16)', 10,270 (45.7\ 4.770 (21.2.1 5.840 (26.0) 8.120 (36.1 ) 8,895 (3e.6) 3-1/8 (83)(e5) 3,770 (16.8) 4,130 (r8.4) 13,495 (60.0) '15,585 (69.3) 6,265 (27.9\ 7.235 (32.21 8,860 (3e.4) 12.320 (54.8) 4.3t4 (12'tl (1 37) 5-3/8 5.720 (25.41 July 2017 4