Adhesive Anchors 06/11 by Powers Fasteners

More catalogs by Powers Fasteners | Adhesive Anchors 06/11 | 68 pages | 2015-02-03

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Adhesive Anchors 06/11 is listed under these categories

Industrial Supply > Fasteners & Hardware

Featured catalog pages of Adhesive Anchors 06/11

ac100 gold® product information installation specifications installation specifications for threaded rod and reinforcing bar solid concrete base materials nominal anchor size notation units dimension/property threaded rod 3/8’’ 1/2” 5/8” 3/4’’ 7/8” 1” 1-1/4” reinforcing bar #3 #4 #5 #6 #7 #8 #9 #10 nominal anchor diameter d in mm 0.375 9.5 0.500 12.7 0.625 15.9 0.750 19.1 0.875 22.2 1.000 25.4 1.125 28.6 1.250 31.8 1.250 31.8 nominal diameter of drilled hole do dbit in 7/16 ansi 9/16 ansi 11/16 or 3/4 ansi 7/8 ansi 1 ansi 1-1/8 ansi 1-3/8 ansi 1-3/8 ansi 1-1/2 ansi minimum embedment1 hef,min in mm 2-3/8 61 2-3/4 70 3-1/8 79 3-1/2 89 3-1/2 89 4 102 4-1/2 114 5 127 5 127 maximum embedment1 hef,max in mm 4-1/2 114 6 153 7-1/2 191 9 229 10-1/2 267 12 305 13-1/2 343 15 381 15 381 minimum concrete member thickness1 hmin in mm minimum spacing distance1,2 smin in mm 1-7/8 48 2-1/2 64 3-1/8 80 3-3/4 95 4-3/8 111 5 127 5-5/8

ac100 gold® product information factored design strength fnn and fvn in accordance with aci 318 appendix d and icc-es ac308 annex a 1 tabular values are provided for illustration and are applicable for single anchors installed in uncracked normal-weight concrete with minimum slab thickness ha hmin and with the following conditions ca1 is greater than or equal to the critical edge distance cac where cac 2.7 hef ca2 is greater than or equal to 1.5 times ca1 2 calculations were performed according to aci 318-05 appendix d and icc-es ac308 annex a section 3.3 the load level corresponding to the failure mode is listed e.g for tension steel concrete breakout or bond strength for shear steel concrete breakout or pryout strength the lowest load level controls 3 strength reduction factors f for steel strength and concrete breakout strength are based on aci 318 section 9.2 for load combinations condition b was assumed 4 strength reduction factors f for bond strength are determined

ac100 gold® product information ordering information continued hole cleaning tools and accessories cat no description length std pkg 08284 08285 08286 08278 08287 08288 08289 08290 08291 08283 08296 08282 08280 08292 08465 08466 52073 wire brush for 7/16 ansi hole 3/8 rod or #3 rebar wire brush for 9/16 ansi hole 1/2 rod or #4 rebar wire brush for 11/16 ansi hole 5/8 rod or #5 rebar wire brush for 3/4 ansi hole 5/8 rod or #5 rebar wire brush for 7/8 ansi hole 3/4 rod or #6 rebar wire brush for 1 ansi hole 7/8 rod or #7 rebar wire brush for 1-1/8 ansi hole 1 rod or #8 rebar wire brush for 1-3/8 ansi hole 1-1/4 rod or #9 rebar wire brush for 1-1/2 ansi hole #10 rebar sds-plus adapter for steel brushes standard drill adapter for steel brushes e.g jacobs chuck steel brush extension hand pump/dust blower 25 fl oz cylinder volume air compressor nozzle with extension adjustable torque wrench with 1/2 square drive 10 to 150 ft lbs adjustable torque wrench with 1/2

pe1000+® product information performance data shear design information for threaded rod and reinforcing bar in normal-weight concrete for use with load combinations taken from aci 318 section 9.21,2,3 nominal anchor size design characteristic notation units 3/8” #3 1/2” #2 5/8” #5 3/4” #6 7/8” #7 1” #8 in 2-3/8 2-3/4 3-1/8 3-1/2 4 3-1/2 mm 60 70 79 89 102 89 steel strength in shear3 lb standard carbon rod 2,715 4,940 7,865 11,660 16,075 21,090 vsa kn astm a 307 grade c or f 1554 12.1 22.0 35.0 71.5 93.8 51.9 steel lb 4,680 8,520 13,560 17,085 23,560 30,905 vsa strength in stainless steel rod alloy 304/316 kn astm f 593 condition cw 20.8 37.9 60.3 76.0 104.8 137.5 shear lb high strength carbon rod 10,225 16,270 24,120 33,265 43,630 5,615 vsa kn astm a 193 grade b7 45.5 107.3 148.0 194.1 25.0 72.4 lb steel strength in shear 10,800 23,760 32,400 42,660 5,940 16,710 vsa kn grade 60 reinforcing bar 48.0 105.7 144.1 189.8 26.4 74.5 in f 0.65 0.60 for

pe1000+® product information factored design strength fnn and fvn in accordance with aci 318 appendix d and icc-es ac308 annex b continued 5 tabular values are permitted for static loads only seismic loading is not considered with these tables for seismic design conditions please see aci 318-05 appendix d and icc-es ac308 annex a section 3.3 and esr-2583 6 periodic special inspection must be performed where required by code or the authority having jurisdiction ahj see esr-2583 7 tabular values are not permitted for anchors subjected to tension resulting from sustained loading please see icc-es ac308 annex a section 3.3 and esr-2583 for the supplemental design requirement for this loading condition 8 for designs that include combined tension and shear the interaction of tension and shear loads must be calculated in accordance with aci 318-05 appendix d 9 interpolation is not permitted to be used with the tabular values for intermediate base material compressive strengths please see

t308+® product information installation specifications solid concrete base materials installation specifications for steel threaded rod dimension/property notation units 3/8’’ 1/2” nominal anchor size 5/8” 3/4’’ 7/8” nominal anchor diameter d in mm 0.375 9.5 0.500 12.7 0.625 15.9 0.750 19.1 0.875 31.8 nominal diameter of drilled hole do in 7/16 ansi 9/16 ansi 3/4 ansi 7/8 ansi 1 ansi minimum embedment1 hef in mm 2 50 3-3/8 86 2-1/2 62 4 102 3-1/4 83 5-5/8 143 3-3/8 86 6-3/4 171 4 102 7-7/8 200 minimum concrete member thickness1 hmin in mm 4 102 5 127 5 127 6 153 6 153 9 229 7 178 10-1/8 257 8 203 12 305 minimum spacing distance1 smin in mm critical edge distance cac in mm tmax ft lbs n-m maximum torque only possible after curing 3-3/4 95 3 76 5 127 6-3/4 171 4 102 14 19 4-7/8 124 9-1/2 241 6-1/2 165 25 34 12 305 70 95 5 127 6-3/4 171 14-1/2 368 120 163 8 203 8 203 15-3/4 400 140 190 1 for use with the design provisions of aci 318

t308+® product information ultimate load capacities for t308 installed with astm a 193 grade b7 steel threaded rod into normal-weight concrete1,2,3,4 based on bond strength/concrete capacity rod diameter dbit in 3/8 1/2 5/8 3/4 7/8 drill diameter dbit in 7/16 9/16 3/4 7/8 1 minimum embedment depth in minimum concrete compressive strength f c 2,500 psi 4,000 psi tension lbs 2 3,830 4,060 2-1/2 5,605 6,065 3 7,380 8,075 3-3/8 8,710 9,580 2-1/2 6,470 6,890 3 9,090 9,735 3-1/2 11,710 12,575 4 14,330 15,420 3-1/4 8,190 8,810 4 13,510 14,495 4-1/2 17,060 18,285 5-5/8 25,040 26,810 3-3/8 9,480 10,160 4-1/2 16,300 17,035 6 6-3/4 25,395 26,205 29,940 30,790 4 13,560 14,600 5 17,490 18,695 6 7-7/8 21,420 22,785 28,790 30,460 1 the values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load consideration of safety factors of 10 or higher may be necessary depending on the application such as life

chem-stud® product information material and installation specifications physical properties shelf life storage conditions installation temperature color consistency mixed prior to curing curing times1 2 years store dry at 40° to 90°f and keep out of direct sunlight condition material to 60°f minimum for best results mixed adhesive mortar – amber mortar minimum base material temperature minimum curing time 68°f 20°c 20 minutes 50°f 10°c 30 minutes 32°f 0°c 1 hour 23°f 5°c 5 hours 14°f 10°c 10 hours 1 cure time should be doubled for wet concrete chem-stud capsule1,2 dimension capsule diameter in 3/8 0.43 1/2 0.51 chem-stud capsule nominal size 5/8 3/4 7/8 0.67 0.87 0.87 1 0.95 1-1/4 1.30 capsule length in 3.15 3.75 3.75 6.63 6.89 8.25 10.50 mortar volume in3 0.35 0.55 0.95 2.55 3.25 4.65 11.70 mortar volume fl oz 0.19 0.30 0.52 1.40 1.79 2.56 6.44 1 the mortar volume listed is for the mixed material 2 the diameter and length

chem-stud® product information performance data ultimate load capacities for internally threaded inserts installed with chem-stud capsules in normal-weight and heavy-weight concrete1,2 anchor dia d in mm 3/8 9.5 1/2 12.7 5/8 15.9 3/4 19.1 drill bit dia dbit in 5/8 11/16 1 1-1/8 minimum concrete compressive strength f´c min capsules 2,000 psi 3,000 psi 4,000 psi 5,000 psi 6,000 psi embed required 13.8 mpa 20.7 mpa 27.6 mpa 34.5 mpa 41.4 mpa depth tension shear tension shear tension shear tension shear tension shear hv lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs in kn kn kn kn kn kn kn kn kn kn mm 3-1/2 88.9 4-1/4 108.0 5 127.0 6-5/8 168.3 one 3/8 one 1/2 one 5/8 one 3/4 7,630 34.3 9,670 43.5 15,230 68.5 23,420 105.4 6,480 29.2 11,120 50.0 17,650 79.4 27,385 123.2 7,935 35.7 10,985 49.4 18,340 82.5 25,920 116.6 6,480 29.2 11,120 50.0 17,650 79.4 27,385 123.2 8,240 37.1 12,300 55.4 21,450 96.5 28,420 127.9 6,480 29.2 11,120 50.0 17,650 79.4 27,385 123.2 9,050 40.7 13,585 61.1

hammer-capsule® hammer-capsule® product information drive-in capsule adhesive product description section contents the hammer-capsule system consists of a self contained single use two-part glass capsule into which threaded anchor rod or reinforcing bars can be directly driven without the need for a chisel point or spinning action it is designed for use in the installation of 3/8 through 1 diameter threaded rod in solid concrete and masonry materials it can also be used to install reinforcing bars a mixture of hardener and quartz aggregate is contained in the upper portion of the capsule while the lower portion contains an epoxy acrylate resin unlike traditional capsule anchors which required the use of chisel-pointed anchor rod and special installation tools the hammer-capsule is designed for use with straight cut anchor rod general information material specifications installation specifications steel element specifications performance data design criteria ordering information

hammer-capsule® product information design criteria allowable stress design load adjustment factors for threaded rod in normal-weight concrete spacing s inches dia in scr in smin in 1/4 2 1 0.70 0.85 1.00 1 1-1/2 2 2-1/2 3 3-1/2 4 5 5-1/2 6 7 8 edge distance c inches dia in ccr in cmin in 1/4 2 1 0.60 0.80 1.00 1 1-1/2 2 2-1/2 3 3-1/2 4 5 6 7 8 edge distance c inches dia in ccr in cmin in 1/4 1-1/2 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 7-1/2 9 10-1/2 12 3 1 0.63 0.75 0.88 1.00 spacing tension fns shear fvs 3/8 1/2 5/8 3/4 3 1-1/2 0.70 0.80 0.90 1.00 4 2 0.70 0.78 0.85 0.93 1.00 5 2-1/2 0.70 0.76 0.82 0.88 1.00 6 3 0.70 0.75 0.80 0.90 0.95 1.00 edge distance tension fnc 3/8 1/2 5/8 3/4 3 1-1/2 0.60 0.73 0.87 1.00 4 2 0.60 0.70 0.80 0.90 1.00 5 2-1/2 0.60 0.68 0.76 0.84 1.00 6 3 0.60 0.67 0.73 0.87 1.00 edge distance shear fvc 3/8 1/2 5/8 3/4 4-1/2 1-1/2 0.50 0.58 0.67 0.75 0.83 0.92 1.00 6 2 0.50 0.56 0.63 0.69 0.75 0.81 0.88 0.94 1.00 7-1/2 2-1/2 0.50 0.55 0.60 0.65 0.70 0.75