AC100+ Gold® Adhesive Anchoring System 04/14 by Powers Fasteners

More catalogs by Powers Fasteners | AC100+ Gold® Adhesive Anchoring System 04/14 | 28 pages | 2015-02-05

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Catalog AC100+ Gold® Adhesive Anchoring System 04/14

load capacity for threaded rod tool oil material safety data sheet steel rod 10 mm diameter rod steel rod 12 12 mm material safety data sheet simpson strong tie concrete fastening system anchoring and fastening systems for concrete and masonry anchors and fastening systems for concrete and masonry 14 anchors and fastening systems for concrete and masonry powers fasteners carbide drill bits 12 x 12 x 14 compressed air nozzles rotary hammer drills salt lake city simpson strong ties compressed air nozzle guns carbide drill bits carbide drill bit embedded threaded rods in concrete calibration torque wrench calibrated torque wrench stainless steel rod steel wire brush simpson strong tie tools stainless steel rods torque for threaded rod adjustable torque wrench stainless steele screen 316 stainless steel rod 5 mm 3 mm diameter threaded rod stainless steel 20 mm carbon steel rod threaded stainless steel rod 30 mm stainless steel rod 5 mm bars stainless steel rod 8 mm 7 mm stainless steel rod stainless steel rod 5 mm 125 carbon steel rod and bar stainless steel rod 1 mm stainless steel rod 2 mm stainless steel rod 9 mm stainless steel rod 3 mm carbon steel rod 20 mm stainless steel rod 3 inch 316 stainless steel rod 15 mm carbon steel rod and bar load capacity table for threaded rod no 32 drill bit stainless steel rod 85 mm stainless steel rod 30 mm stainless steel rod 20 mm stainless steel rod 10 mm stainless steel rod 12 20 safety data sheet size of drill hole stainless steel tube in tube

AC100+ Gold® Adhesive Anchoring System 04/14 is listed under these categories

Industrial Supply > Fasteners & Hardware

Featured catalog pages of AC100+ Gold® Adhesive Anchoring System 04/14

ac100+gold® installation specifications allowable stress design asd installation table for ac100 gold solid concrete base materials dimension/property notation units threaded rod 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 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 embedment depth hv 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 a36 or f1554 carbon steel rod tmax ft lb n-m 10 13 25 34 50 68 90 122 125 169 165 224 280 379 f593 condition cw stainless steel rod or astm a193 grade b7 carbon steel rod tmax ft lb n-m 16 22 33 45 60 81 105 142 125 169 165 224 280 379 1 maximum torque only possible after full cure time of adhesive nominal 3/8’’ 1/2” 5/8” 3/4’’ 7/8” 1”

ac100+gold® installation instructions solid base materials installing with piston plug 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 depth 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

ordering information ac100 gold cartridges cat no description std box std carton pallet 8462sd ac100 gold 5 fl oz push-pak diy series 12 36 8478sd ac100 gold 10 fl oz quik-shot diy series 12 972 8480sd ac100 gold 8 fl oz dual cartridge 12 576 8486sd ac100 gold 12 fl oz dual cartridge 12 864 8490sd ac100 gold 28 fl oz dual cartridge 8 400 std pack/box std carton 2 24 one ac100 gold mixing nozzle is packaged with each cartridge ac100 gold mixing nozzles must be used to ensure complete and proper mixing of the adhesive cartridge system mixing nozzles cat no description 08293 extra mixing nozzle for ac100 gold 5 oz 8 oz 10 oz 12 oz 08294 extra mixing nozzle with a 8” extension for ac100 gold 28 oz 2 24 08281 mixing nozzle extension 8” minimum 2 24 dispensing tools for injection adhesive cat no description std box std carton 08437 manual caulking gun for push-pak and quik-shot 1 12 08479 high performance caulking gun for push-pak and quik-shot 1 6 08484

installation specifications in normal steel tension and shear design information for threaded rod and reinforcing bar1,2,3 weight concrete for use with load combinations taken from aci 318 section 9.2 nominal rod diameter inch design information minimum embedment symbol units 3/8 1/2 5/8 #3 #4 #5 hef,min in mm 2-3/8 60 2-3/4 70 3-1/8 79 3/4 7/8 1 1-1/4 #6 #7 3-1/2 89 3-1/2 89 #8 #9 #10 4 102 4-1/2 114 5 127 steel strength in tension 2 ase in 2 mm 0.078 50 0.142 92 0.226 146 0.335 216 0.462 289 0.606 391 0.969 625 astm a 36 and f 1554 grade 36 nsa lb kn 4,495 20.0 8,230 36.6 13,110 58.3 19,400 86.3 26,780 119.1 35,130 156.3 56,210 250 astm f 1554 grade 55 nsa lb kn 5,810 25.9 10,640 47.3 16,950 75.4 25,085 111.6 34,625 154.0 45,425 202.0 72,680 323.3 astm a 449 nsa lb kn 9,300 41.4 17,025 75.7 27,120 120.6 40,140 178.5 55,905 248.7 63,600 282.9 101,755 452.6 astm a 193 grade b7 and f 1554 grade 105 nsa lb kn 9,685 43.1 17,735 78.9 28,250 125.7 41,810 186.0 57,710 256.7 75,710

ac100+gold® sd performance data concrete shear design information for threaded rod and reinforcing bar in normal-weight concrete for use with load combinations taken from aci 318 section 9.2 1,2,3 1 nominal rod diameter inch design information minimum embedment symbol units 3/8 1/2 5/8 #3 #4 #5 hef,min in mm 2-3/8 60 2-3/4 70 3-1/8 79 3/4 7/8 1 1-1/4 #6 #7 3-1/2 89 3-1/2 89 #8 #9 #10 4 102 4-1/2 114 5 127 concrete breakout strength in shear load bearing length of anchor ℓe in mm hef or 8d whichever is less reduction factor for concrete breakout strength φ condition b 0.70 pryout strength in shear coefficient for pryout strength kcp 1.0 for hef 2.5 in 2.0 for hef ≥ 2.5 in φ condition b 0.70 reduction factor for pryout strength 1 the data in this table is intended to be used together with the design provisions of aci 318 appendix d and icc-es ac308 annex a section 3.3 and esr-2582 2 installation must comply with published instructions and details

sd performance data tension and shear design strength installed in uncracked concrete drilled with a hammer-drill and carbide bit in a dry hole condition for temperature range b bond or concrete strength -see notes on previous page maximum long term service temperature 122°f 50°c maximum short term service temperature 176°f 80°c minimum concrete compressive strength f’c psi nominal rod/rebar size in or 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 #9 1-1/4 #10 embed depth hef in 2,500 3,000 4,000 6,000 fvcb or fvcp shear lbs fncb or fna tension lbs fvcb or fvcp shear lbs fncb or fna tension lbs fvcb or fvcp shear lbs fncb or fna tension lbs fvcb or fvcp shear lbs fncb or fna tension lbs fvcb or fvcp shear lbs 2-3/8 1,580 1,705 1,615 1,740 1,675 1,805 1,760 1,895 1,820 1,960 3 2,000 2,565 2,045 2,810 2,115 3,245 2,220 3,975 2,300 4,590 4-1/2 3,000 4,255 3,065 4,660 3,170 5,380 3,330 6,590 3,445 7,425 2-3/4 2,445 2,480 2,495 2,715 2,585

ac100+gold® sd performance data tension design of steel elements steel strength steel elements threaded rod and reinforcing bar a36 and f1554 grade 36 f1554 grade 55 a449 a193 grade b7 f593 condition cw a 193 grade b8/b8m class 1 a 193 grade b8 b8m2 class 2b a615 grade 75 a615 grade 60 a706 grade 60 a615 grade 40 Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs Ønsa tension lbs 3/8 or #3 3,395 4,390 7,020 7,315 5,070 4,390 5,560 7,150 6,435 6,600 4,290 1/2 or #4 6,180 7,990 12,780 13,315 9,230 7,990 10,120 13,000 11,700 12,000 7,800 5/8 or #5 9,830 12,715 20,340 21,190 14,690 12,715 16,105 20,150 18,135 18,600 12,090 3/4 or #6 14,575 18,845 30,150 31,405 21,775 18,845 23,870 28,600 25,740 26,400 17,160 7/8 or #7 20,100 25,990 41,580 43,315 30,030 25,990 32,920 39,000 35,100 36,000 23,400 1 or #8 26,360 34,090 54,540

ac100+gold® asd performance data allowable load capacities for ac100 gold installed into normal-weight concrete with threaded rod and reinforcing bar based on bond strength/concrete capacity 1,2,3,4,5,6 nominal rod diameter or rebar size in or 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 1-1/4 or #10 minimum concrete compressive strength f’c minimum embedment depth in 3,000 psi 4,000 psi 5,000 psi 6,000 psi tension lbs 1 allowable load capacities listed are calculated using an applied safety factor of 4.0 which includes assessment of freezing/thawing conditions and sensitivity to sustained loads e.g creep resistance 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

ac100+gold® asd performance data ultimate load capacities for threaded rod installed with ac100 gold into hollow concrete masonry walls with stainless steel and plastic screen tubes1,2,3 rod diameter d in mm ultimate load allowable load minimum screen tube length in mm minimum end distance in mm minimum edge distance in mm tension lbs kn shear lbs kn tension lbs kn shear lbs kn 2-3/4 69.9 12 304.8 12 304.8 1,600 7.2 3,530 15.7 320 1.4 705 3.1 3-1/2 88.9 3-3/4 95.2 3-3/4 95.2 1,600 7.2 1,700 7.6 320 1.4 340 1.5 3-1/2 88.9 3-3/4 95.2 3-3/4 95.2 2,165 9.6 1,700 7.6 430 1.9 340 1.5 3-1/2 88.9 12 304.8 12 304.8 2,165 9.6 4,710 21.0 430 1.9 940 4.2 4-1/2 114.3 3-3/4 95.3 3-3/4 95.3 2,735 12.2 550 2.4 3/8 9.5 1/2 12.7 5/8 15.9 1 tabulated load values are for anchors installed in minimum 8” wide grade n type ii lightweight medium-weight or normal-weight concrete masonry units conforming to astm c 90 that have reached a designated ultimate compressive strength at the time of

adhesive dot listing state alabama alaska arizona arkansas california colorado connecticut deleware florida georgia hawaii idaho illinois indiana iowa kansas kentucky louisiana maine maryland massachusetts michigan minnesota mississippi missouri ac100 gold pe1000 pure 50 pure 110 approved approved approved submitted project by project project by project project by project project by project submitted approved submitted submitted approved approved approved submitted approved approved approved approved approved approved submitted submitted project by project project by project project by project project by project approved approved no criteria approved approved approved project by project project by project project by project project by project project by project project by project project by project project by project approved approved approved approved approved approved approved approved approved approved approved approved approved approved approved submitted submitted

powers fasteners branch information powers branch information usa locations city address contact alabama atlanta boston charlotte chicago dallas denver detroit florida houston indianapolis los angeles maryland milwaukee minneapolis missouri new orleans new york philadelphia phoenix pittsburgh portland rochester salt lake city san francisco seattle tennessee 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 2761 dow avenue tustin ca 92780 3137-b pennsy drive landover md 20785 12020 w feerick street milwaukee wi 53222 351 wilson street ne minneapolis mn 55413 3225