PE1000+™ High Strength Epoxy Anchoring System 04/13 by Powers Fasteners

More catalogs by Powers Fasteners | PE1000+™ High Strength Epoxy Anchoring System 04/13 | 24 pages | 2015-02-04

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Catalog PE1000+™ High Strength Epoxy Anchoring System 04/13

load capacity for threaded rod epoxy anchoring system tool oil material safety data sheet material safety data sheet simpson strong tie concrete fastening system powers fasteners carbide drill bits top of wall anchor compressed air nozzles compressed air nozzle guns salt lake city simpson strong ties steel threaded rods carbide drill bits carbide drill bit 34 stainless steel threaded rod calibration torque wrench stainless steel threaded rods stainless steel threaded rod calibrated torque wrench 316 stainless steel rod 5 mm high strength fasteners threaded stainless steel rod 30 mm stainless steel rod adjustable torque wrench stainless steel rods steel wire brush simpson strong tie tools simpson strong ties h 24 125 carbon steel rod and bar stainless steel rod 5 mm bars stainless steel rod 8 mm stainless steel rod 9 mm stainless steel rod 3 mm 7 mm stainless steel rod stainless steel rod 5 mm stainless steel rod 1 mm stainless steel rod 2 mm 116 stainless steel rod carbon steel rod and bar stainless steel rod 3 inch 316 stainless steel rod 15 mm power line anchor system stainless steel rod 85 mm torque for threaded rod stainless steel rod 30 mm stainless steel rod 10 mm stainless steel rod 20 mm steel rod 12 12 mm stainless steel rod 12 20 safety data sheet 6 designer 8 14 x 8 14 x 24 78 size of drill hole concrete anchor systems anchor system high temperature epoxy

PE1000+™ High Strength Epoxy Anchoring System 04/13 is listed under these categories

Industrial Supply > Fasteners & Hardware

Featured catalog pages of PE1000+™ High Strength Epoxy Anchoring System 04/13

pe1000+® pe1000 product listings by state department of transportation pe1000 state dot listing map approved 4 project basis no

pe1000+® installation specifications installation specifications for threaded rod and reinforcing bar dimension/property nominal anchor size notation units 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 in 7/16 ansi 9/16 ansi 11/16 ansi 7/8 ansi 1 ansi 1-1/8 ansi 1-3/8 ansi 1-3/8 ansi 1-1/2 ansi o dbit nominal diameter of drilled hole d minimum embedment1 h ef,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 h ef,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 h min in mm minimum spacing distance1 s min in mm 1-7/8 48 2-1/2 64 3-1/8 80 3-3/4 95 4-3/8 111 5 127 5-5/8 143 6-1/4 159 6-1/4 159 minimum edge distance1 c min in mm

pe1000+® installation instructions continued 6 fill the cleaned hole approximately two-thirds full with mixed adhesive starting from the bottom or back of the anchor hole slowly withdraw the mixing nozzle as the hole fills to avoid creating air pockets or voids for embedment depths greater than 7-1/2” an extension nozzle 3/8” dia must be used with the mixing nozzle piston plugs see adhesive piston plug table must be used with and attached to mixing nozzle and extension tube for horizontal and overhead installations with anchor rod from 3/4” to 1-1/4” diameter and rebar sizes #6 to #10 insert piston plug to the back of the drilled hole and inject as described in the method above during installation the piston plug will be naturally extruded from the drilled hole by the adhesive pressure attention do not install anchors overhead without proper training and installation hardware provided by powers fasteners contact powers for details prior to use 7 the

pe1000+® sd performance data tension design information for threaded rod and reinforcing bar in normal-weight concrete for use with load combinations taken from aci 318 section 9.2 1,2 design characteristic notation units 3/8” #3 1/2” #4 nominal anchor size 5/8” 1” 7/8” 3/4” #6 #5 #8 #7 #9 4 2-3/8 2-3/4 3-1/8 4-1/2 in 3-1/2 3-1/2 mm 102 60 70 79 114 89 89 steel strength in tension 0.078 0.142 0.226 0.335 0.462 0.606 in.2 a se effective cross sectional area of threaded rod mm2 50 92 146 216 289 391 4,525 8,235 13,110 19,430 26,795 35,150 carbon rod lb n sa 20.1 36.6 58.3 86.4 119.2 156.3 kn astm a 307 grade c or f 1554 7,800 14,200 22,600 28,475 39,270 51,510 stainless steel rod alloy 304/316 lb n steel sa 34.7 63.2 100.5 126.7 174.7 229.1 kn strength in astm f 593 condition cw 9,360 17,040 27,120 40,200 55,440 72,720 high strength carbon rod lb tension n sa 41.6 75.8 120.6 178.8 246.6 323.5 kn astm a 193 grade b7 2 0.110 0.200 0.310 0.440 0.600

factored design strength ønn and øvn 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 ø for steel strength and concrete breakout strength were based on aci 318 section 9.2 for load combinations condition b was assumed 4 strength reduction factors ø for bond strength were determined from reliability testing

factored design strength ønn and øvn in accordance with aci 318 appendix d and icc-es ac308 annex b 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 ø for steel strength and concrete breakout strength were based on aci 318 section 9.2 for load combinations condition b was assumed 4 strength reduction factors ø for bond strength were determined from reliability testing

factored design strength ønn and øvn 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 ø for steel strength and concrete breakout strength were based on aci 318 section 9.2 for load combinations condition b was assumed 4 strength reduction factors ø for bond strength were determined from reliability testing

asd performance data 1 allowable load capacities listed are calculated using an applied safety factor of 4.0 consideration of safety factors of 10 or higher may be necessary depending on the application such as life safety or overhead 2 linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths 3 the tabulated load values are applicable to single anchors installed at critical edge and spacing distances and where the minimum member thickness is 2.7 times the applicable embedment depth 4 the tabulated load values are for dry concrete holes must be drilled with a hammer drill and an ansi carbide drill bit installation in wet concrete or in water-filled holes may require a reduction in capacity contact powers fasteners for more information concerning these installation conditions 5 adhesives experience reductions in capacity at elevated temperatures see the in-service temperature chart 6 allowable bond strength/concrete capacity

pe1000+® masonry performance data load capacities for threaded rod installed with pe1000 into the block face of grout-filled concrete masonry walls 1,2 minimum edge distance in mm 2-1/2 63.5 minimum end distance in mm 2-1/2 63.5 tension lbs kn shear lbs kn tension lbs kn shear lbs kn 7/16 minimum embedment depth in mm 3 76.2 3,350 14.9 2,100 9.3 670 2.9 420 1.9 1/2 12.7 9/16 4 101.6 3 76.2 3 76.2 4,575 20.3 4,575 20.3 915 4.1 510 2.3 5/8 15.9 11/16 5 127.0 3-3/4 95.3 4 101.6 6,900 30.7 6,900 30.7 1,380 6.1 1,055 4.7 rod diameter d in mm 3/8 9.5 drill diameter dbit in ultimate load3 allowable load 1 tabulated load values are for anchors installed in minimum 8” wide minimum grade n type ll lightweight medium-weight or normal-weight concrete masonry units conforming to astm c 90 that have reached a designated minimum compressive strength at the time of installation f1m ≥1,500psi mortar must be type n s or m 2 anchor installations are limited to one per masonry cell shear

powers fasteners branch information usa locations powers branch information city alabama atlanta boston charlotte chicago dallas denver detroit florida houston indianapolis kansas city st louis los angeles maryland milwaukee minneapolis nashville/memphis new orleans new york philadelphia phoenix pittsburgh portland rochester salt lake city san francisco seattle address contact phone fax 5405 buford hwy suite 410 norcross ga 30071-3984 5405 buford hwy suite 410 norcross ga 30071-3984 2 powers lane brewster ny 10509 349 l west tremont avenue charlotte nc 28203 2472 wisconsin avenue downers grove il 60515 1300 ih 35 north suite #118 carrollton tx 75006 2475 west second street #35 denver co 80223 21600 wyoming avenue oak park mi 48237 2412 lynx lane orlando fl 32804 13833 north promenade suite 100 stafford tx 77477 15290 stony creek way noblesville in 46060 716 east 16th avenue north kansas city mo 64116 2761 dow avenue tustin ca 92780 3137-b pennsy drive landover md 20785 12020 w