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Tab 1 -Anchor Bolt Data
These are the anchor bolts Pall is 0 ��� planning on providing. Sizing will be provided when seismic calks have been A S T E• N E R S SPECIFICATION & DUIGN MANUAL performed. . ern-Stud' hem-Stud Spin-Type Capsule Adhesive `-he Chem-Stud anchor SECTION CONTENTS 'Page No. systems consis+s of self contained two-part glass capsules and jnatching chisel pointed anchor rods which are installed using a rotary hammer and rod General Information,,,,,,,,,,,,, 227- ' ?pdaptera The Chem-Stud adhesive, formerly known as Rawl Chem-Stud is an ester based resin Material and Installation �la terial packaged in single use glass capsules designed for installation of 3/8" through 1-t!Z" Specifications................. ;threaded rods in solid concrete and masonry mate. "'228 nafs.It can also be used with reinforcing bars. Specifications, ' _ 9 Steel ..................Z30 • em-Stud Capsule—The outer capsule contains epoxy acrylate resin(vinyl ester)in which:`.. Uartz aggregate is suspended.The inner capsule contains a benzoyl peroxide hardening Performance Data,,,,,,,,,,,,,,,,, 237 s ent.When the components are combined,they form an adhesive mortar which mechanically Design Criteria . `fonds the anchor rod to solid base materials.This type of 235 system must be used with a chisel Ordering Infiormation.....,,,,... 237 minted anchor rod and must be spun into the anchor hole using a rotary hammer drill, -Stud Chisel pointed Hardware—The threaded anchor rods have a 45'chisel int cut on one end to properly mix the components contained in the capsule during 'stallation. A 900 point is formed on the internally threaded inserts.The threaded rod or a 4 forcing bar used must have a chisel point to mix the components contained in the or during installation. Chem-Stud Capsule Heavy duty anchoring such as threaded anchor rods and rebars in solid concrete. s ~•Steel erection including anchoring of equipment and column base plates. ?�Resists vibratory loads introduced from machinery, moving vehicles, tc, Chisel Pointed Threaded Rod Internally threaded inserts available for removable anchorage. •ideal for normal-weight or heavy-weight concrete. " 1 - ' Internally Threaded Insert High strength adhesive anchoring system (Optional for Removability) ;= Pre-measured chemical component volumes no waste - }'Fast cure minimizes downtime ..:Over 30 years of successful product installations ANCHOR SIZE.RANGE(TYp) :.Glass capsule scrapes and cleans hole during installation 318`' to 1-112"diameter rod r `Components are mixed during installation of rod or rebar No-3 to No.11 reinforcing bar ' fisted and approved to resist dead loads, live loads,and shore-term loads such as those ' resulting from wind or earthquake SUITABLE BASE MATERIALS `Meets many building code and DOT requirements Independently tested and qualified to ASTM E1512 and AC58 Criteria, includingcreep Normal-weight Concrete desistance,freeze-thaw cycling and simulated seismldwind conditions p Heavy weight Concrete y Suitable for wet and diamond cored holes ;excellent chemical resistance onsistent and reliable performance . . aLV. F obonal Conference of Building Officials,Evaluation Service(ICEO ES)ER-4514 • m Building Code Conference International(5BCC0#9943A ,cam ' ade County Notice of Acceptance(NOA)03-0311.07 Building Code Approval FL 2209.02 North American Departments of Transportation(DOT)—See www.powers.com i � s isions:03151-Concrete Anchoring and 05090-Metal Fasrenings. adhesive system shall be Chem-Stud as supplied by Powers Fasteners,Inc., Brewster,NY. USA-(800)524-3244 or(914)235-6300 Canada:(905).573-7295 or(514)631-4216 wwW,powers.com 227 800/1,00d wdLZ:EO OW ZL qQJ 90Z0-ZZ➢-SLE:xeA saleg co}ownd ■ \ 0 -Powe SPECIFICATION &DESIGN MANUAL F A S T E. N E R 9 .. a a � !t Physical Properties Setting Times' Shelf Life 2 Years Minimum$ase Minimum Storage Conditions Store diy at 40"to 901 and keep out of direct sunlight Material,Temperature Curing Time x Installation Temperature Condition material to 60OF minimum fur best results 68°F(20-0 ao mirlut�s Color Mixed adhesive mortar-amber SO°F(10,C) 30 minute, Consistency Paste mortar 32"F(0"C't 1 hour 23°F(-50C) 5 hours 14"F(•10°Q 10 hours 57(-15°C) 18 hours 0'f(-18°Q 24 hours Chem-Stud Ca psyle'- 1.Cure time should be doubled for wet conUete. Chem-stud Capsule,Nominal Size Dimension 3/4' 7/8' 1" 11/4" Capsule Diameter(in.) 0,43 0.51 0.67- 0.87 0.87 0.95 1.30 Capsule Length(in.) 3.15 3.75 3.75 6.63 6.89 8,25 10.50 € Mortar Volume(in') 0.35 0.55 0.95 2,55 3.25 4,65 11.70 ; Mortar Volume(fl.oz.) 0.19 0.30 0.52 1 1.40 1.79 2.56 6.44 F: 1.The mortar Volume listed is for the mixed material. 2.The diameter and length may be different than products offered by other manufacturer's Capsules because of variations in air content When mm aqn capsules, p g psu es,use the installed mortar volume .K Chisel pointed Threaded Rod in Normal-Weight Concrete Chisel Pointed Threaded Rod Diameter,d I Dimension 3/8' 1/2° 5/8" 3/4' 7/8' 1" 11/4" 13/8" 112" Amm=Nominal area of threaded rod(inj 0,111 0.196 0.307 0.442 0.601 0.7$5 1.227 1.484 1.766 Ase =Tensile stress area of rod(ink 0,078 0.142 0.226 0.335 0.462 0.606 0.9 99 1,155 1.405 dur =Nominal bit diameter(in.). 7116 9116 11/16 7/8 1 1 118 1 112 1 518 1 3/4 by =Minimum Embedment Depth(in.) 3 112 41/4 5 6 518 7 8 1/4 10 1/4 10 1/4 10 114 777. Tnax =Max.tightening torque range(ft, Ibs,) 15-20 30-40 68-9Q 120-160 150-200 225-30Q 375-500 375-500 375 500 ." Mortar per inch(in') 0,094 0.133 1 0.184 1 0.326 0.390 0.478 0.917 1.042 1.133 Reinforcing Bar in Normal-Weight Concrete' Reinforcing Bar Size Dimension No.3 No.4 Nay Nab NO NO No.9 Na10 Na11 A,..=Nominal area of threaded rod(ink 0.110 [ 5/8 0,200 0,310 0.440 0.6o0 0;790 1.000 1.270 1.560 da =Nominal bit diameter(in,) 1/2 314 7/8 1 1 114 1 318 1 5/8 1 3/4 hV =Minimum Embedment Depth(in.) 3 112 4112 5 7 7 8 1/2 9 10 10 Mortar per'inch(ink 0.111 0.142 0.176 0.220 0.252 0.537 0.59L 0.932 0.961 1.All reinforcing bar must have a 45°chisel point to mix the Components contained in the capsule during installation.Adhesive mortar wluma required for installation of reinforcing bar Is based oh smooth hors.Actual mortar volume required Wlll be less due to Yaised deformations on bars. dt of F f r t Nomendature d =Diameter of rod or rebar t c t dot =Diameter of drill bit by atrti by h dh =Diameter of fixture dearance hole r' " 4 =Diameter of wisher r h =Base material thl knm The minimum value of h should be 1.5hv _ h =Minimum embedment depth 1 =Overall length of rod " -� or rebar Fature thlcbess d,,;t' d� T,,e=Maximum tightening torque 228 www.powers com Canada;(905)673-7295 or(514)631-4216 Powers USA(800)524-3244 or(914)235-6300 BOO/ZOOd WdLZ:EO OW ZL q0:1 90Z0-ZZD-9lE1xej saleg oolawna vie rs. A S T E N E R S SPECIFICATION &DESIGN MANUAL y Chem-S#uld0 e i I a hole to the size and embed- Select the drive unit,insert it into a J nt required.The tolerances of rotary hammer drill and engage the ` chill bit used should meet the coupling to be used.Insert the uiNfflents of ANSI B212.15, chisel point of the rod or rebar A q , into the hole to break the glass . P v ; > capsule.Spin it into the capsule at a speed of 250 to 500 RPM until it is A• JA OD e; fully embedded. drting from the bottom or back of the anchor hole,blow • an with compressed air,brush the hole with a nylon brush, 'blow it clean again. Vacuuming only is not sufficient. Blow bulbs generally do not provide enough dust removal for once the rod or bar is fully drilled anchor moles. Holes embedded,turn the rotary hammer XUL "ould be clean and sound.Anchor o drill off immediately_If installing may be dry or damp, but threaded rod, pull the driver out of - v A be free of standing water the coupling while holding the rod. v ;•, P .a frost.If using reinforcing bar, be Hold the hex nut with a wrench to Vie bar will fit into the drilled unthread the coupler. If using <— ,If a larger hole is required, " reinforcing bar,release the set lever v p bD .'diameter should be as close as and slide the coupler off the bar. v ,`�i • , a rti ble to the diameter of the ": ? - ¢ 'd :•a forcing bar. Prior to installing p :•4 ' k the capsule to be sure it is Allow the adhesive to cure for the specified time prior to .damaged and invert several ' applying any load. Do not disturb or load the anchor until it t- at WF or above to confirm all of the resin is in a liquid is fully cured.' te. Insert the capsule into the hole_ Either end of the capsule ybe inserted first. d the nut onto the anchor riad leaving 3 to 4 threads d.Then thread the rod coupler onto the threaded rod it is tight against the nut, mg reinforcing bar, insert the into the proper size coupler threaded rod or reinforcing bar should be free of dirt,grease, or other foreign material. l ,. ll Service Temperature ' towable tension and shear load bond strength reduction based on in-service temperature for the Chem-Stud capsule adhesive. H 100 Temperature Conversion ` Degree Deggee Percent Allowable 90 Fahre[n�heit Celsius Loa 7g 50 10 100 100 38 97 r W 180 82 90 4„ 'SOk 220 104 80 r .1L 40 250 121 50 z70 132 40 60 100 [8p 180 ?tif' 2M ,�pp . n USA:(800)524-3244 or(914)235.63Q0 Canada:(905)03-7295 or(514)631-4216 wwW ppwersxom 229 800/EOOd Wd8Z'E0 010Z Z1 q0J 90Z0-ZZV-51E'xaA saleg oalawna ?owe. ...... . �` Chem-Stud SPECIFICATION &DESIGN MANUAL FASTENiR Material Properties for Threaded Rod and Reinforcing Bar Anchor Steel Description Steel Specification Rod Dia.or Reber Minimum Yield Minimum Ultimate Type' (A5% Size,(inch or No.) Strength,fy(ksi) Strength,t Standard carbon rod A36 All 36.0 58.0 A 307,Grade C 3/8 thru 4 36,0 58() Threaded Rod High sirenglh carbon rod A 193,Grade B7 3/8 thru 2 1/2 105.0 120.0 Stainless Rod 3/8 thru 5/8 65,0 (Type 304/316 SS) F 593,Condition CW - 10010 3/4thru I V2 45.0 85.0 Grade 40 Rebar Reinforcing Bar A 615,A 616,A 617, All 40.0 70.0 Grade 60 Rebar A 706 of A 767 60.0 Allowable Steel Strength Capacities for Threaded Rod Allowable Tension Allowable Shear Anchor ASIV ASTM ASTM ASTM ASTM ASTM ASTM ASTM Diameter A36 A307 A193 r593 A36 A307 A193 F593 d Grade C Grade B7 3041316SS Grade C Grade B7 304/316SS in. lbs, lbs-. lbs- lbs. lbs. lbs. lbs. lbs. r (MM) (kN) 0) (kN) (kN) (kN) 0) (kN) (kN) 3/8 2,115 2,115 4,375 3,630 1,090 1,090 Z'255 1,870 (9-5) -------(L& .(9.5) (193) _05-3) L4-9) (8.4) V2 3.755 3,755 7,775 6,470 1940, 1,940 4,055 (12.7) (16.9) (16-9) (35,0) (29.1) (8.7) (8.7) (18.2) (1"5!0') 518 5,870 5,870 12,150 10,110 3,025 3,025 6,260 5,21 (15.9) (26.4) 6.4 .(54.7) (45.6) (13-6) (13-6) (28.2) 314 8,455 17,495 12,400 4,355 4,355 9,010 6,390 8,455 (38.0) 1 8__0 (78.7) (55.8) 19,6) (19.6) 13 (40.5) (28.8) 7/8 11,510 11,510 23,810 16,860 5,930 5,930 12,265 8,680 (22.2) (51.8) -8 (107.1) (7519) (26.7) (26-7) (55-2) (39.111 ) 15,035 15.035 31,100 22,020 7,745 7,745 16 '020 11,340 (44) (67.7) (67.7) 140.0) (99.1) (3419) (.u.q) (72.1) 51.0) 11 23,485 2.3,485 48,560 34,420 12,100 12,100 25,035 17,730 QUM (105.7) (218.5) (154.9) (54.5) (54,5) (1123) (79.8i 1 318 28,400 28,400 52,150 41,625 14,630 14,630 30,270 21,440---- (147.3 (34.9) *(127 8) (127.8) (264.4) (187.3 (65.8) 6518) (136.2) S 1 112 (3!3; 33800 69,920 49F535 17.410 17,410 36,025 25,515 ��.g 0.2.� (152.1) (314.7) (79.3) (78.3) (162,1) Steel strength c6paddes are based on the design criteria listed in the AISC Manual of Steel ConspuCdon. Allowable Steel Strength Capacities for Reinforcing Bar Tension Shear Note, ...... ..... Bar lbs. lbs. Allowable design load must be the lesser of allowable steel Zeno Size 0) (kN) (as shown on this page)and the allowable pond capacities. Grade 40 Grade 60 Grade 40 Grade Allowable steel strengthvalues for threaded rod are based on the 60 o.3 1(200 2,640 1 310 1,630 following equations: 9,9) (11. Kq) (7.6) T�0-33-f,-*Artam No.4 4000 4,800 213W 3,060 V=0.17 *Anom (z1.6) (10.7) (13-8) - - And,the allowable steel strength values for reinforcing bar are based No. 6,200 7,440 3r6go 4,740 (27.9) On the following CqU260M: (21.3) No.5 8,800 10560 5,235 6,730 T=4-Ahr _(314") (39.6) (47.5) (23.6) (303) V-0-17-fy-Abe No.7 12,000 14,400 7,140 9,180 Where: �,O (64.8) jL2,1) (41.3) I., r =Allowable tension load(pounds). No.8 15,800 18,960 9,400 12,085 (1") 1 (71.1) (42.3) (54-4) V Allowable shear load(pounds), No-9 20,000 Z4,000 11,900 15,300 to Minimum specified ultimate strength(pi) (90.0) (53.6) (68,9) fi Tensile stress area in reinforcement�Q No. 10 25,400 30,480 15,115 19,430. A.=Nominal cross-sectional area of threaded rod(M. 1/4') (114.3) (137,2) (69.0) (87A) L(Nlo.11 31,200 37,440 11115,920 20,305 Ab, =Nominal cross-sectlonal area of reinforcing bar(W), 13/8^) (140.4) (168,5) (76.1) (91.4) Sled strength capacilleE we based on The requirements of ASIM A 615. 230 www.powets.com Canada.(905)673-7295 or(514)631-4216 Powers USA.(800)524-3244 or(914)235-6300 salpS oolomnd 8001V00d Md9Z,E0 GIOZ Z[ qoj 90ZO-ZO-90"i .,: Powers ' FASTEN E IRS SPECIFICATION & DESIGN.MANUAL Chem-Stud" j FnT, Ultimate Load Capacities for Threaded Rod Installed with Chem-Stud Capsules in Normal-Weight and Heavy-weight Concretev Anchor Min. Capsules Minimum Concrete compressive Strength (f-c) 131a. Embed. Required 2,000 psi 3,000 psi 4,000 psi 5.000 psi 6,000 psi Depth (13.8 MPa) (20.7 MPa) (27.6 MPa) d Tension Shearh (34-5 MPa) (41.4 MPa) Tension Shear Tension Shear Tension in. In- lbs. lbs, Ihs. Ibs Shear Tension Shear (MM) (MM) (kN) M) (R lbs. Ibs, lb5. Ibs. lbs lbs. M) (kN) (kN) (kN) M) (kN) 31/2 613 0 101880 -6,660 0 T6i 0% (33.9) (30.o) (39.4) (30.0) (49.0) (30.0) (50.5) (30.0) One 3M' 7,540 6,660 76-0 6*660 11,22 6,660 rt (88.9) (28.(4)0) . 318 SIM 9,45t 6,660 11,295 6,660 13,140 6,660 14,985- (9.5) (133.41 Two 3/8' 61660 16,830 61660 6. 5i (4 4 P a)MP n Shear (42.5) (30.0) (50.8) (30.0) (59.1) 4. 0- (30-0) (67.4) (30.0) (753) (30.0) 7 1WO 318. 12.60 619c) 5060 - (56.7) (30.0) 6,660 17.520 6,660 19.980 6,660 22,440 fi,fto (1778) (67.8) 00-0) (78.8) (30-0) (89.9) (30.0) (30.0) 41/4 Om 1/2" 555 1 10,040 11,655 1 1,g8o 1 3,560 11,655 17,080 11,655 18.380 11,655(45.2) (52.4) (53.5) (15'2.4) (61-0) (52.4) (76.9) (52.4) (82.7) (52.4) 112 6318 15,060 11,655 17,700 11,655 2 - 340 11,655, 23,955 11,655(123) (161.9) 0'"112. One 3/8 (67.8) (52.4) (7917) (52.4) 27,570 11,655 91-S) (52-4) (107.8) (52-4) (124.1)' (52.4) 8112 TAm 1/2 20,080 11,655 23,600 1 27,720 , , 1,655 11 -1$,760 _T17655 XI (90.4) (52.4) (106.2) (52.4) (122.0) (5'655 1940 17655 2.4) (143.7) (52.4 (165.4) (52.4) 5 one 5/8' 13,840 18,745 16,240 18,745 18,620 18,745 23,400 19,745 25,160(127.0) 18745 (623) (84.4) (73.1) (84-4) 3.8) (84.4) (105-3) (84A) - (1112) (84.4) V2 20,760 18,745 24,345 18,745(15.9) (190.5) One SM-9,One 1/2- 27,930 18,745 32,350 18,745 36,770 (914) (84-4) (109.6) (84,4) (125.7) WA) (145.6) 18,745 - (84.4) (165,5) '(84.4) 10 TIM W. 27,680 18,745 32,460 ?,745 1 1 37,240 18,745 43,130 18,745 49,025 (124.5) (84-4) (146,1) (84.4) (167.6) (84.4) (194.1) (84.4) (220.6) (MA) (254.0) 18,745 65/8 One 3/4" 22300 30,060 26,100 30,060 28,540 30.060 34.78-0 _30,060 20 30,060,* its (168.3) - (160A) (135.3) (117,5) (135.3) (128.4) (1353) (756.5) 353) (166.6) (135.3) 4 10 33,660 30,060 38,235 (193/.1) (254.0) One 314"&One 5)8" 30,060 42,810 30,060 49.145 30,060 '880 30,060 (151.5) (1353) (172.1) (135.3) (192.6) (135.3) - --- (135.3) (222,1) (251-5) (1353) 13 iT4 Two 3/4' 44,600 30,060 50,840 30,060 57,D80 30 060 65560 30,060 74040 30,060 - (336.6) (200.7) (13S.3) (228.8) (135.8) (256.9) (Jj5.�) (245,0) (135.3) (34 7 3-2) (135.3) (177,B) One 7/8' 23,480 36,065 Z8,020 36,065 32,560 36,065 41,60 36,065 44,780 36,065 (105.7) (162.3) (126,1) (162,3) (146.5)-- (152.3) (187.4) (162,3) (201,S) 162. 7/5 10114 3S,220 36,065 42,030 36,065 3) Two 3/4" 48,940 36,065 58,005 36;065 67.170 36,065 (260.4) (159.5) (162.3) (189.1) (162.3) (219.8) (162.3) (261.0) (162.3) (302.3) (-162.3) 14 46 60 36,D65 S6,040 (3ss.6) Two 718" '3 36065 65,120 36,055 77,340 36,065 89,560 36,065 (2il.3) (162.3) (252.2) (1�92.3) (293.0) (162.3) (403.0) (162.3) (348.0) 8114 32,360 $3,135 39,! ig One 1" i40 53,135 46,700 53,135 61,040 53 11 (209.6) (145.6) !,135 65,620 53,135 (239.1) (177.9) (239.1) (210,2) (239.1) (274.7) (2N.1) (295.3) (219,1) 12-3/8 48,530 539.1)(314.3) One V&One 7/8' (218.4) (239.1) 59,290' 53,135 70,050 53,135 $4,240 53,135 98,430 53,135 (266.8) (239.1) (315.2) (2313.1) (379-1) (289,1) (442.9)' (219.1) 16112 - - TWO 1" 64,700 53,135 79,050 53,135 93,400 53,135 112,320 .53,135 131,240 53,135 (419.1) (291.2) (239,1) (355,7) (23-q,l) (4203) (239.1) (505.4) (239,1) (s9Q.6) 10114 58,380 68,00o - (239.1) Ow 11/4" 64,900 68,000 71,400 68,000 82,240 68,000 89,420 68,000 (260.4) (2623) (306,0) (292-1) (30-6-0) (321-3) (306-0) (370.1) (3'06.0) (397,9) (306.0) 1 114 15-_ 85,435 68,000 94,355 .(31.8) (381.0) One 1114"&One V 8.000 103,280 68,000 111.240 68,000 119,200 68,000 (384.5) (306.0) (424,6) (306.0) (464.8) (306.0) (500-6) (306.0) (536.4) (306.0) 201/2 116,760 68, 1 - 000 141,390 68,000 Two 1 1/4' 214711�68,000 140,200 go, 142,580 68,000 (S25.4) (306, (7 000 (520.7) 584.0) (3606.0) (630.9) (306.0) (6363) (306.0) (641.6) (306,0) 10114 63,000 82.000 68,500 82,000 74,000 92,00 (260.4) One 114" 0 84,500 82,000 95,000 82,000 (283.5) (369.0) (3083) (369,0) (333.0) (-369.0)' (330.3) (369,0) (427,5) (369.0) 1318 15 92 - 225 92,000 100,155 82,W0 108,o85 82,000 Ohe 11/4"&One 1' 116,540 82,000 12S,000 82,000 (34.9) (381.0) (4iS-0) (369.0) (450.7) (369.0) (486.4) (369.0) (524.4) (369.0) (562.5) (369.0) 201/2 126,NO 821000 134,270 82,0 (520.7) Two 11/4' 00 142 82,000 145,750 82 00 149,000 82,000 0" 0) (567.2) (369.0) (604.2) (369.0) (64'1530)0 (369.0) 1 (655.9) (3909,0) (670.5) (369.0) 101/4 One 11/4' $7,000 94,500 72,500 94,500 79,000 94,500 93,000 94,500 98,000 94,500 (260.4) (301,5) (4253) -(326.3) (425.3) (351.0) (425.3) (396.0) (425.�) (441.0) M 112 1-5 100,460 94,500 -----(425.3)- One 11/4"&One V 108,725 94,500 116,995 94.500 127195 94,500 137,400 94,500 ..D8.1) (381.0) (452.1) (425-3) (4R�) (425.�) (526-5) (425.3) (572.4) (425.3) 1(618,3) (425,3) )1/2 Two 1 114" 134,000 -94 'T /) 1 54500 147,000 2 00) 94,500 (5394500 149,000 (4 5.3) (661.5) (4353) (670.5) (425.3) J.UNNIP bad Capadde.5 should be reduced by a minimum safety factor of 4.0 or greater TD determine the allowable working load. Linear interpolation may be used to determine ultimate load Capacities for irnennedilte embedmerrts and compressive zengths. rs USA:(800)524-3244 or(914)235-6300 Canada-,(905)673-7295 or(514)631-4216 WWW,100mrs.com 231 800/900d WdSZ,Eo D[OZ Zl qQj sozo-ZU-90"i sajeS oolownd ?ow►e -l" Chem-Stud SPECIFICATION & DESIGN MANUAL F.A5 T E N E R.- 111011.1161.11TIF Mal""T V Allowable Load Capacities for Threaded Rod Installed with.Chem-Stud Capsules In Normal-Weight and Heavy-weight Concrete'-L"O Minimum Concrete Cornpres-sive strength(fj Anchor Min. Capsules IR Dia. Embed. Required 2fO psi) 3'000 psi AIAN psi SrOOO PSI 6,000 psi Depth red (1 8 Mpa (20.7 MPa) (27-6 MPa) (34.5 MPa) (41.4 MPa) .7 d h, Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear.. in- in, lbs lbs- lbs. Ibis- lbs. lbs. lbs. lbs. lbs. lbs. (MrTI) (MM) (kN) 0) (kN) (kN) (kN) 0) (kN) (kN) (kN) (kN) 3 1 1,575 1,665 1,885 1665 2,190 1,565 2,720 1,665 2,805 1165 " (88A Ona M" (7,1) (7.5) (8.5) (7.5) (9.9) (7.5) (12.2) (7.5) (12.6) (7-5)'' 318 51/4 -rm 3411, 2,365 1,665 2,825 1,665 3.285 1,665 3,745 1,665 4,210 1,66 (9.5) (133.4) (1016) (7.5) (12.7) (7.5) (14.8) (7.5) (16.9) (,7.5) (18-9) (7, 7 Iwo 3/3' I 150 1 r665 765 665 4r38O 1,665 4,995 1.665 51610 1,N4.2) (7.5) (i6.9) 1 6MG(7.5) (19.7) (7-5) (22,5) (7,5) (25,2) (7.5) 41/4 One 1/2" 2,51 Q 21915 2,970 2,915 3,390 2,915 4,270 2,915 4,595 2,91 (108.0) (13.1) (13.4) (131) (15.3) (13.1) (19.2) (13.1) (20.7) (13. . 1/2 63/8 no One 3f8 3,765 2,915 4,425 2,915 5,085 2,915 5990 6, 95 91 (12.7.) (161-9) O 112"& " (13.1) (19.9) (13.1) (22.9) (1311) (17.0) (21'3911) (381-0) 2(i 11) 91/2 5,020 2,915 5,900 2,915 6,780 2,915 7,985 2,915 9190 Z1915 Two 1/2' (215.9) (22.6) (13.1) (26.5) (13.1) (30.5) (13.1) (35.9) (13.1) (41.4) (13.1). 5 One 5/8" 3,460 4,685 4,060 4,685 4,655 4,685 5,850 4,635 61290 4,685(127 0) 05-6) (21.1) (20.9) (21.1) (263) (21.1) (28-3) (21-1) 5/8 7112 One,111'0,Ono 1/2" 5,190 4,685 6,085 �_685 6,985 4,68580-40 4.6% 9,195 4,685 (15.9) (190.5) (23.4) (21,1) (27A) (21,1) (31.4) (21.1) (X4) (21.1) (41.4) (21.1) 10 TWO 518,u 6,920 _4,_685 8,115 4,685 9,310 4.685 10,785 4,68512,255 4,685 (254 (31.1) (21.1) (36.5) (211) (41.9) (211) (48.5) (21.1) (55.1) (21.1) 6 518 5,575 7,515 6525 7,515 8,695 7,515 9,255 7,515 One 1/4' 7515 71,135 (1683) (2S-I) (33.8) (39.4 d1g) (32.1) (33,8) (39-1) (33.8) (41,6) (33,8) 314 10 8,415 7,515 9,560 7,515 16,705 7,515 12,335 7,51S 18,970 7,515 (19A) (254.0) One 3/4 &One 518" (37.9) (33,0 (43.0) (33,8) (49.2) (33,8) (555) (fi.8) (62,9) (33.8) 13114 Two 314 11,150 7,515 12,710 7.515 14,270 7.5`15 16,390 7,515 18,510 7,515 (336.6) (50.2) (3318) (57.2) (33.8) (64,2) (33,8) (73.8) (33.8) (83.3) (22.8) 7 One 719' 5,870 9,015 7,005 9,015 81140 91015 10410 9,015 11,195 9,015 (177.8) (26A) (40.6) (31.5) (40.6) (36.6) (40,6) (46.8) (40-6) (50.4) (40.6) 718 101/4 Two 3/4" 8,8135 9,D15 10,510 -yrai5 1 Z,Zl 0 9,015 14,500 9,015 16,795 9,015 (22,2) (260A (39.6) (40.6) (47.3) (40-6) (54.9) (40-6) (15S3) (40.6) (75.6) (40.6) lit Two 7/8' 11,740 9,015 14,010 9,015 16,280 9,015 19,335 9,015 22,3 90 9,015 (355.6) (52.8) (40.6) . (63.0) (40.6) (73.3) 1 (40.6) (87-0) (40A (100-8) (40-6) 8 114 One V 81090 13,285 9,885 13,285 11,675 13,285 15,260 13,285 16,405 13,285 Q09.6) (36A) (59-8) 1 (44,5) (59-8) (52,5) (59,8) (68.7) (59,S) (73.8) (5918) 12318 12,135 13,285 14,825 13,285 17,515 13,285 21,060 1 a,285 24910 13,285 (314.3)t25.4) One 1"&One 7/8' (54.6) (59,13) (66.7) (59,B) (79.8) (59,8) (94�8) (59.8) (1 iO.7) (59.8) 13A�2111 2�5 b 161/2 15,175 13,285 19,765 1-1,285 23,350 13,M 28 080 13,285 32,810 13,285 (419.1) (72.8) (59.8) (88.9) (59.8) (105A) (59.8) (136.4) (59.8) (147.6) (59.8) 1 000 17,000 20,560 17,000 22,105 17,000 10114 14,595 17,000 16,225 17,000 17,850 One 1 114" ( S) (260A) (6S-7) (76.5) (73.0) (76.5) (80.3) (763) (92.5) (76.5) (99-5) (76.5) 1,114 15 One 1114"&One V 21,360 17,000 23,590 17,000 25,820 17r000 27,810 17,000 29,800 17,000 (31.8) (381.0) (96.1) (16.5) (106.2) (76.5) (11S-2) (76.5) (125.1) (76-5) (134.1) (78.5) 20 1/ Two 1114" 29,190 17,000 32,445. 17,000 35,050 17,000 35,350 17,000 35,645 17,000 (521 7 (131.4) (75.5) (146.0) (76.5) (157.7) (76.5) (159,1) (76,5) (160A) (76-5) 10 1/4 One 114" - 15,750, 20,500 17,125 20,500 18,500 20,500 21,125 20,500 23,750 20,500 (260A) (70.9) (92.3) (77.1) (92.3) (83.3) (923) (95.1) (92.3) (106.9) (923) 3111 15 " 73055 20,500 25,040 20,500 27,020 20,500 213,135 20,500 31,250 20,500 (34,9) (381.0) OnO 1 114S�One V (163.7) (92.3) (112.7) (92.3) (121.6) (92.3) (131.1) (92.3) (140.6) (923) 20112 114- 31,510 20,500 33,570 20.500- 35,625 20,500 36,440 20,500 37,250 29,500 (520.7) (141,8) (923) (151,1) (92.3) (160.3) (92.3) (164.0) (92.3) (167-6) (92-3) 1.01/4 One'11/4" 15,750 23,625 18,123 2-M25 19,500 23,625 22,000 23,625 24,500 23,625 (260A) (75.4) -(106.3) (81.6) (106.3) (87.8) (1063) (990) (1063) (110.3) (1063), 1 112 15 25,115 23,625 27,180 23,625 29,250 23,625 31,800 23,625 34,350 23,625 (38.1) (381.0) One 11/4'&One 1 (113.0) (1063) (122.3) (106.3) (131.6) (106.3) (143.1) (106.3) (154.6) (106.3) 201/2 Two 11/4 . ' 33,500 23,625 34,875 23,625 36,250 23,625 36,750 23,625 37,250 Z3,675 (520.7) (150.9) (106.3) (156.9) (106.3) (163.1) (106.3) (165A) (106.3) (167,6) (106.3) 1.Allowable bond capacities are calculated using an applied safety factor of 4.0. 2,Linear interpolation may be used to determine allowable bond capaddes for intermediate embedwnts and compressive strengths. 3.Agowable design load should be the terser of the bond or allowable steel strength. 4,Allowable W&for threaded rods to resist short-term loads such as ean*aW of wind may be kweased by 33-1/3 pefmm for the duration of the load where permitted by code. 5.Critical and minimum spacing and edge dilant25 as well as reduction factors far intairrediatee spacing and edge distances are fisted in the Design Criteria sedan. 232 www.powemxom Canada:(905)673-7295 or(514)6314216 Powers USA:(800)524-3244 or(914)235_6300!., 800/900d WdGZ!Eo O[OZ ZL q0A 90z0_zzV_SL6:X8A sainS oolowq TASTENERSS SPECIFICATION & DESIGN MANUAL Chem-Studs .,Ultimate Load Capacities for Reinforcing Bar installed with Chem-Stud Capsules in Nofmal-Weight and Heavy-weight Concrete's 'Behar Min. Capsules Minimum Concrete Compressive Strength (fj Size Embed. Required �•�psi 3,000 psi 4 000 5,000 Depth0 3.8 MPa) (20.7 MPa psi 61.4 psi ) (27.6 M aP 1) (34.5 MPa) (47.4 MPa) r' No in Tension Shear' Tension Shear Tension Shear Tension Shear =onSh (in.) (MM) Ibs_ Ibs. Ibs_ Ibs. Ibs. Ibs. lbs. Ibs, (kN) (kN) (kN) (kN) 0) 0) (kN) (kN) 31/2 7,400 6,480 10,350 6,430 13,300 6,480 ]3,300 6,480 13,300 6,480 One 3/8' (3.3.3) (29.2) (46.6) (29,2) (59.9) (29.2) (59.9) (29.2) (59.9) (29.2) No,3 51/4 11,100 6,480 15,525 6,480 19,950 6,480 19,950 6,480 19,950 6,480 (318) (133.4) O N. (50,0) (29,2) (69.9) (29.Z) (89.8) ii,480 (89.8) 6,480 (89.8) (29.2) (177,8) Two�" 14,800 6,480 20,700 6,480 26,600 6,430 . 26,600 6,490 26,600 6,480 (66.6) (29.2) (93.2) (Z5,2) (T 19.7) (29.2) (119.7) (29.2) (119.7} (Z9.2) (11'3) One 1W 10,450 11,120 13,550 11,120 16,650 11,120 17,050 11,120 17,450 11,120 (47,0) (50,0) (61.0) (50.0) (74.9) (50.0) (76,7) (50.0) (78.5) (50.0) N0.4 1 1.S One 12"&One 3/8"U15,4601 20 17,700 11,120 24,975 11,120 25,575 1 T,120 26,175 11,120 14 (1/2) (171.5) .0) (79.7} (50.0) (T]2.4) (50.0) (115.1) (50.0) (117.8)(228.6) Two 1J1" 20 23,600 11,120 33,3001,1Z034,100 11,120 34,900 11,1Z0 .0) (706,2) (50.0) (149.9) (50.0) (153.5) (50.0) (157.1) (50.0) (127 0) One 5/8' 60 Z0,830 17,66Q 26.200 17,660 26,200 1b,200 26,200 17,660.5) (93.7) (79.5) (117.9) (79.5) (1T7.9) (117,9) (117.9) (79.5) fsr i One 5/8'&One 1/2" �3,190 17,660 31,245 17,660 39,200 17,660 39,300 39,300 39,30D 17,660 (104.4} (79.5) (140.6) (79,5) (176.9) (79,5) (176.9) (17,8,9) 176.9 ( ) (79.5) (254.0) TWO S/$" 30,920 17,650 41,660 17,660 52,400 17,660 S2,400 52,400 52,400 17,660 (139.1) (79.5) (187.5) (79,5) (235.8) (79.5) (235.8) (235.8) {Z35.8) (79.5} (177.8) Ode314" 22,760 21,900 27,890 21,900 33,020 (9 .6). 34,900 21,900 36,780 21,900 (102.4) (93.6) (115.5) (98.6) (148.6) (98.6). (151,1) (98.6) (165.5) (98.6) N0,6 1012 pne 3/4"&Ors 5/8° 34,144 Z1,900 41,835 21,900 d9,530 21,900 52,350 21,900 55,170 21,900 '..(3/4) (266.7) (153.6) (98.6) (188.3) (98.6) (222.9) (98,6) (235.6) (98.6) (248.3) (98.6) (355.6) Two-1/4" 45,520 21,900 55,780 21,900 66,040 27,900 69,800 11,900 73,560 2T,900 (204.8) (96.6) (251,0) (98.6) (Z97.2) (98.6) {31a.1) (93.6) (331.0) (98.6) (177 8) One 7/8' 26 500 3b 060 31'750 36,060 37,000 36,060 39,66S 36,060 42,330 36,060 (tf9.3) (162.3) (142,9) (162.3) (166.5) (162.3) (178.5} (162.3) (190.5) (162,3) N0.7 2 1/2 Two 39,750 36,060 47,615 36,060 55,500 36,060 59,498 36,060 63,495 3b,060 (718) (266.7) (178,9) (16Z,3) (Z14.3) (1623) (249.8) (162,3) (Z67.7) (16260 (i3 5 36,06) , (355,6) 14 Two 7/S'' 53,000 36,060 63,500 36,060 74,000 36,060 79,810 36,060 84,660 36,060 (238.5) (162.3) (285.8) (162.3) (333.0) (162,3) (357.0) (1623) (381,0) (162.3) 8 1/2 One 1" (215.9) 36,650 53,140 45,075 53,140 53,5D0 53,140 55,170 53,140 56,840 53,140 " (764,9) (239.1) (ZOZ.B) (239.1) (240.8) (239.1) (Z48.3) (239.1} (255.8) (239.1) 12 3/q 54,97S 53,140 67,613 53,140 90,250 53,140 82,755 53,140 $5,260 53.140 .'(1) (313.9} One1"&One3/4" (247,4) (239.1) (3043) (239.1) (361,1) (239-1) (372.4) (239.1) (383.7)5vo1 (239,1) (4318) 1 " 73,300 53,140 90,150 53,140 107,000 53,140 110.340 53,140 113,6$0 53,140 (329.9) (239.1) (405.7) (239,1) (481.5) (239.1) (496.5) (239,1) 13.68 53,14} (22$6) One 1° 49,440 68,300 56,645 68.300 63,850 65,300 69,775 68,300 75 700 • 63,300 =Na9 131/2 (222.5) (3D7.4) {Z54.9) (307.4) (287,3) (307.4) (314.0) (307.4) (347) (307,4) 1.118) (342.9) One 1°&One 718' 74,160 68,300 14,968 " 0 95,775 68,300 104,663 68,300 113,550 68,900 (333.7) (307.4) (392.4) (367,4) (431.0) (307.4) RM06) (307,4) (511,0) (307.4) (457.2) Twn 1" 98,880 68,300 113,290 68,300 127,700 0¢8,300 139,550 68,300 151,400 68,300 57,0 0) (307.4) (509.8) (307.4) (574.7) (307.4) (628.0) (307,4) {681.3) (307.4) (254 0) Ong 1 14' 57,000 83,460 64,735 83,460 72,470 83,460 82,435 83,460 92,400 83,460(256.5) (375.6) (291,3) (375.6) (326 (375.6} (371.0) (375,6) (415.8) (37460 la/4) (381.0) One 1 1/4'&Ong7/8' 85,500 83,460 97,103 83,460 108.705 83,46D 117,353 83,460 126,000 83,460 (384.8} (375.6) (437,0) (375.6) (489.2) (375.6) (528.1) (375.6) (567.0) (375.6) (50$,0) Two 1 1/4' 114,000 83,460 129,470 83,460 144,940 83,460 148,470 83.460 152,000 83,460 (573.0) (375.6) (582.6} (375.6) (652.2) (375.6) (668.1) (375.6) (684.0) (375.6) (254 0) One 1 1/4" 65,000 07,460 70,500 97,460 76,000 97,460 85,000 97,460 94,000 97,460 (Z9000 (438.6) (317,3) (438.6) (342.0) (438.6) (382.5) (438.6) (423.0) (438.6) 3/8) (381.0) One 1114"&One 7/8° 42,000 97,460 103,000 97,46 114 1 1,000 97,460 119,000 97,460 124.0010 97,460 (414.0) (438.6) (463.5) (438.6 20 (513.0) (438.6) (535.5) (438.6) (558.0) (438.6) (508,0) I Two 1.1/4' 126,000 97,460 137,000 97,460 148,000 97,460 751,000 97,460 154,Op0 97,460 (567.0) (438.6) (616.5) (438.6) (666.0) (438.6) (51,00) 97,46) 54,00) 97,46) 1lhimate load capadves should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable warring load. tAnar inm*8ow may be used to determine uhlmm load cap fides for in[eYmediate embedments and compressive strengths. USA:(800)524-3244 or(914)235-G300 Canaria:(905)673-7295 or(514)631-4216 www powers,corn �a>t 800/ZOOd WdOE:EO OLOZ Zl qaj 90ZO-ZU-50"i sa(eg Da}awnd -?owe Chem-Stud SPECIFICATION &DESIGN MANUAL' FASTEN E Load Adjustment Factors for Threaded Rod in Normal-Weight Concrete Spacing,Tension (a=N) & Shear Vv) Notes,For anchors loaded in tension and shea< critical spacing(sr,)is equal to 16 anchor d ' Dia. in. 114 3/8 1/2 518 1 314 7/8 1 1 1 1 114 1 1 3/8 11112 (16d)at which the anchor achieves 100%of l scr On.) 4 6 8 10 12 14 16 20 22 24 Minimum sparing(s,,,;,r)is equal to 8"" 1 Smin(in_) 2 3 4 5 6 7 8 1 10 11 12 diameters(8d)at which the anchor achieves 6S%>.ii ' 2 0.65 of load. is •�;. 4 1.00 0.77 0.65 0.88 0.74 0.65 ffi 6 1.00 0.83 0.72 0.65 N 6 7 0.91 0.79 0. 0.65 8 1.00 0.86 0.77 0.70 0.65 u 10 _ i.00 0.98 0.80 0.74 0.65 :� a r,• 1 i x 0.94 0.85 0.78 0.69 '2 12 - 1.20 0.90 CL 14 1.0D 0.91 16WS _ 1.00 0.86 0.81 0.77 20 22 24 - Notes;For anchors loaded in tension,the vifdats Edge Distance, (FN)Tension , edge distance(cg)is equal to 10 an6or diameters Dia.(in.) 114 318 1/2 518 1 314 1 718 1 1 1 1/4 1 1 3/8 1 1/2 (10d)at which the anchor achieves 100%of Iced= rcr(in.) 2 1/2 3 314 5 6 114 7112 8 314 10 12 1/Z 13 3/4 15 Minimum edge distance(c,,,;,,)is equal to 4 a Cmin(ln.) 1 1 1/2 2 2 112 3 3112 41 5 1 5 112 b diameters(4d)at which the anchor achieves 6S 1 0.65 of load. 1 rz 6.77 0.65 2 0.88 0.73 0.65 N , 2 112 1.00 0.81 0.71 9 65 3 0.88 0.77 _0.70 0.65 - 31 0.9b - 0.83 0.74 0.69 0.65 3 3/4 1.00 .0,85 0.77 0.71 0.67 " ' 4= ; � 4 0.8 0.79 .73 0.68 0.65 :�' •� .�� '• 5 1.00 0.88 0.81 0.75 0.71 0.65 ;• ' t 5112 D.93 0.84 .78 0.74 0.6 0.65 6 0.98 0.88 0.82 0.77 0.70 0.67 0.65 ° 6'I 4 '�'"�' 1.00 0.90 0.83 0.78 0.71 0.68 0.6 i/2 xtasL > 7' » 1.00 0.92 0.85 0.77 0.73 0.71 C 83 wa I-on 6.93 0. 0.19 0.7 10 0.88 0.84 0.81 Wt2 1/7 _- 1.00 0.95 0.90 3 3/4 - :_ 1.00 0.95 Edge Distance, Sher(Fv) Notes;For anchors loaded in shear,the abcal ;y, distance(ca)is equal to 12 anchor diameters(126}s h a. in. 1/4 318 1/2 518 1 314 7/8 1 1 1/4 1 318 1 112 at which the anchor achieves 100%of load. Crr fin_) 3 4112 6 71/2 1 9 101/2 12 15 16 112 18 Minimum edge distance(cmd is equal to 4 Cmin(in.) 1 1 1/2 2 2 1/2 1 3 3 1/2 4 5 5 112 6 diameters(0 at which the anchor achieves M) Y 1 0.20 _ of load. 1 112 0.40 0.20 Minimum edge distance(c*)for anchors loaded 2 0.60 0.33 0.20 In shear parallel to the edge is equal to 4 anchor ; 2112 0.80 0.47 1 0.30 0.20 - diameters(4d)at which the anchor achieves 60% 3 1.00 0.60 0.40 0.28 0.20 of load. 31/2 0.73 0.50 0.36 0.27 0.20 5 4 0.87 0.60 0.44 0-33 0.26 D.20 ` " h 41/2 v 1.00 0.70 0.52 0.40 0.31 0.25 SOZ � c3 '• 0.80 0.60 0.47 0.37 0.30 0.20 512 0.90 0.68 0.53 0.a3 0,35 0.24 0.20 ••f � '. b r 1.00 0.76 0.60 0.49 0.40 0.28 0.24 c 71 1.00 0.80 0.66 0.55 0.40 0.35 0.30 -• �lr:= t; m �: :y o, 9 N� 1_�0 �$ OJO 0.52 0.45 w 1012 'L .'r - - 1.00_ 0.85 0.64 0.55 0.50 ' • .a i, 12 - ' . `"-' 1.00 0.76 0.67 0.60 •. •'t 15 1.00 1 0.89 0.80 16 112 1.00 0.90 a 236 www powemcom Canada:(905)673-7295 or(514)631-4216 Powers USA:(M)524--3244 or(914)235�630Q' 800/800d WdOE'EO OIOZ ZL qaj 90ZO-0-9 0"i sa(eg colownd