Power-Bolt+ 10/14 by Powers Fasteners

More catalogs by Powers Fasteners | Power-Bolt+ 10/14 | 12 pages | 2015-02-04

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Power-Bolt+ 10/14 is listed under these categories

Industrial Supply > Fasteners & Hardware

Featured catalog pages of Power-Bolt+ 10/14

•c  onsistent performance in high low strength concrete • nominal bit size matches anchor diameter anchor can be installed through standard fixture holes • high shear load capacity

power-bolt pb heavy duty sleeve anchor product description the power-bolt anchor is a torque controlled heavy duty sleeve style anchor which is designed for consistent performance in cracked and uncracked concrete suitable base materials include normal-weight concrete and sand-lightweight concrete the anchor is manufactured with a zinc plated carbon steel bolt sleeve cone and expansion clip the pb has a finished hex head head styles finished hex head general applications and uses zinc plated carbon steel bolt washer cone sleeve and expansion clip assembled with a plastic compression ring and retainer nut anchor size range typ 1/4 diameter through 3/4 diameter on d c onc al ific at i • international code council evaluation service icc-es esr-3260 for cracked and uncracked concrete 1/2” and 5/8” diameters 3/4 pending al ti fode i c acompliant •i c with 2012 ibc 2012 irc 2009 ibc 2009 irc 2006 ibc and 2006 irc on te re sei te re te ke qu c r ac n io ic

power-bolt pb installation specifications 2 remove dust and debris from the hole using a hand pump compressed air or a vacuum ensure the cone is snug and uniformly under the expansion wedge clip with the clip fingers overlapping the anchor cone prior to installation using the retention nut see photo below 1 using the proper drill bit size drill a hole into the base material to the required depth the tolerances of the drill bit used should meet the requirements of ansi standard b212.15 3 drive anchor through the fixture into the hole be sure the anchor is driven to the minimum required embedment depth hnom 4 tighten the anchor with a torque wrench by applying the required installation torque tinst anchor assembly compression ring cone head marking bolt sleeve washer expansion wedge clip retention nut ‘pb+’ symbol power-bolt strength design compliant see ordering information letter code length identification mark length identification mark abcdefghijklmnop from 1-1/2

power-bolt pb installation specifications power-bolt pb anchor installation specifications anchor property/setting information anchor outside diameter d internal bolt diameter unc nominal drill bit diameter dbit minimum diameter of hole clearance in fixture dh minimum nominal embedment depth hnom minimum hole depth ho minimum member thickness hmin minimum edge distance cmin minimum spacing distance smin installation torque tinst torque wrench/socket size bolt head height for si 1 inch 25.4 mm 1 ft-lbf 1.356 n-m 4 notation units in mm in mm in mm in mm in mm in mm in mm in mm in mm ft lbf n-m in in mm nominal anchor diameter in 1/4 3/8 1/2 5/8 3/4 0.250 6.4 #8 4 1/4 ansi 5/16 8 1-1/4 32 1-1/2 38 3-1/2 89 1-3/4 44 2 51 4 5 3/8 1/8 3 0.375 9.5 1/4 6.4 3/8 ansi 7/16 11 2 51 2-1/4 57 4-1/2 114 2-3/4 70 3-1/2 89 20 27 1/2 13/64 5 0.500 12.7 3/8 9.5 1/2 ansi 9/16 14 2-1/2 64 3 76 5 127 3-1/4 83 4-1/2 114 40 54 5/8 9/32 7 0.625 15.9 7/16 11.1 5/8 ansi 11/16 17 2-3/4 70 3-1/4 83 6-1/2

reference performance data ultimate load capacities in normal-weight concrete1 nominal anchor diameter d in 1/4 3/8 1/2 5/8 3/4 minimum concrete compressive strength minimum nominal embed depth in mm hnom tension lbs kn shear lbs kn tension lbs kn shear lbs kn tension lbs kn shear lbs kn tension lbs kn shear lbs kn tension lbs kn shear lbs kn 1-1/4 32 1-3/4 44 2 51 2-3/4 70 2-1/2 64 3 76 3-1/4 83 2-3/4 70 3-1/2 89 3-3/4 95 3 76 4-3/8 111 7 178 1,245 5.5 1,740 7.7 2,740 12.2 4,130 18.4 3,880 17.3 5,190 23.1 7,120 31.7 4,745 21.1 6,995 31.1 8,710 38.7 5,655 25.2 10,870 48.4 18,145 80.7 1,670 7.4 1,670 7.4 3,990 17.7 3,990 17.7 7,420 33.0 8,030 35.7 8,030 35.7 9,975 44.4 9,975 44.4 12,015 53.4 10,950 48.7 18,635 82.9 24,290 108.0 1,260 5.6 1,905 8.5 3,000 13.3 4,425 19.7 4,250 18.9 5,685 25.3 7,660 34.1 5,195 23.1 7,660 34.1 9,545 42.5 6,195 27.6 11,910 53.0 19,880 88.4 1,670 7.4 1,670 7.4 3,990 17.7 3,990 17.7 8,030 35.7 8,030 35.7 8,030 35.7 10,930 48.6 10,930 48.6 14,320 63.7 11,995

power-bolt pb allowable stress design asd design criteria spacing reduction factors tension fns diameter in nominal embedment hnom in 3/8 1/2 5/8 3/4 1/4 3/8 1/2 5/8 3/4 1-1/4 2 2-1/2 2-3/4 3 nominal embedment hnom in 1-1/4 2 2-1/2 2-3/4 3 minimum edge distance cmin in 6 2 3-1/2 4-1/2 6 5 1-3/4 2-3/4 3-1/4 4-1/2 2 0.78 1-3/4 0.39 2-1/2 0.82 2 0.44 0.87 2-1/2 0.56 0.91 0.80 3 0.67 0.46 3-1/4 0.72 0.50 0.41 3-1/2 0.78 0.54 0.44 4 0.89 0.62 0.50 4 0.96 0.83 4-1/2 1.00 0.86 0.83 5 1.00 0.89 0.85 0.77 5-1/2 1.00 0.92 0.88 0.79 6 1.00 0.95 0.91 0.85 0.81 6-1/2 1.00 0.98 0.93 0.87 0.83 4-1/2 1.00 0.69 0.56 0.75 5 1.00 0.77 0.63 0.83 5-1/2 1.00 0.85 0.69 0.92 7 1.00 1.00 0.96 0.90 0.85 6 1.00 0.92 0.75 1.00 0.75 7-1/2 1.00 1.00 0.98 0.92 0.87 6-1/2 1.00 1.00 0.81 1.00 0.81 8 1.00 1.00 1.00 0.95 0.89 7 1.00 1.00 0.88 1.00 0.88 8-1/2 1.00 1.00 1.00 0.97 0.92 7-1/2 1.00 1.00 0.94 1.00 0.94 9 1.00 1.00 1.00 1.00 0.94 8 1.00 1.00 1.00 1.00 1.00 9-1/2

power-bolt pb strength design information power-bolt anchor installation specifications1 anchor property/setting information notation units norminal anchor diameter in 1/2 5/8 3/4 da [do]3 in mm 0.500 12.7 0.625 15.9 0.750 19.1 internal bolt diameter unc in mm 3/8 9.5 7/16 11.1 9/16 14.3 minimum diameter of hole clearance in fixture dh in mm 9/16 14.3 11/16 17.5 nominal drill bit diameter dbit in 1/2 ansi 5/8 ansi 3/4 ansi minimum nominal embedment depth hnom in mm 3-1/4 83 3-3/4 95 4-3/8 111 effective embedment hef in mm 2-5/8 67 3 76 3-1/2 89 minimum hole depth hhole in mm 3-1/2 84 4 102 5 127 minimum member thickness hmin in mm 5 127 6-1/2 165 7 178 minimum overall anchor length2 â„“anch in mm 3-1/2 89 4 102 5-1/4 133 minimum edge distance cmin in mm 3-1/4 83 4-1/2 114 6 152 8 203 minimum spacing distance smin in mm 4-1/2 114 6 152 6 152 5 127 critical edge distance cac in mm 8 203 6 152 8 203 installation torque tinst ft lbf n-m 40 54 60 81 110 149 bolt head height in mm

power-bolt pb strength design information tension design information for power-bolt pb anchor in concrete for use with load combinations taken form aci 318 section 9.21,2 design characteristic anchor category nominal embedment depth notation units 1,2 or 3 hnom nominal anchor diameter 1/2 5/8 3/4 1 1 1 in mm 3-1/4 83 3-3/4 95 4-3/8 111 steel strength in tension4 fy ksi n/mm2 130 896 130 896 130 896 minimum specified ultimate tensile strength9 futa10 ksi n/mm2 150 1034 150 1034 150 1034 effective tensile stress area threads ase n [ase]11 in2 mm2 0.0775 50 0.1063 68.6 0.1820 116 steel strength in tension nsa10 lb kn 9,685 43.1 13,285 59.1 27,300 121.4 f minimum specified yield strength reduction factor for steel strength3 0.75 concrete breakout strength in tension8 effective embedment hef in mm 2.625 67 3.000 76 3.500 89 effectiveness factor for uncracked concrete kucr 27 27 24 effectiveness factor for cracked concrete kcr 17 17 21 1.0 1.0 1.0 cac in mm 8 203 6 152 8 203 f ψ

power-bolt pb strength design information shear design information for power-bolt pb anchor in concrete for use with load combinations taken form aci 318 section 9.21,2 design characteristic anchor category nominal embedment depth notation units 1 2 or 3 hnom nominal anchor diameter 1/2 5/8 3/4 1 1 1 in mm 3-1/4 83 3-3/4 95 4-3/8 111 steel strength in shear minimum specified yield strength fy ksi n/mm2 130 896 130 896 130 896 minimum specified ultimate strength futa9 ksi n/mm2 150 1034 150 1034 150 1034 ase,v [ase]10 in2 mm2 0.1069 69.0 0.1452 93.7 0.2410 153 vsa9 lb kn 6,005 26.7 13,415 59.7 14,820 65.9 f effective shear stress area steel strength in shear6 reduction factor for steel strength3 0.65 concrete breakout strength in shear7 load bearing length of anchor hef or 8do whichever is less â„“e9 in mm 2.625 67 3.000 76 3.500 89 nominal anchor diameter da in mm 0.500 12.7 0.625 15.9 0.750 19.05 reduction factor for concrete breakout4 f 0.70 condition b pryout strength in

power-bolt pb strength design performance data factored design strength Φnn and Φvn calculated in accordance with aci 318 appendix d tested to the international building code tension and shear design strengths in cracked concrete1,2,3,4,5,6 minimum concrete compressive strength nominal anchor diameter in nominal embed hnom in 1/2 f’c 2,500 psi f’c 3,000 psi f’c 4,000 psi f’c 6,000 psi f’c 8000 psi Φnn tension lbs Φvn shear lbs Φnn tension lbs Φvn shear lbs Φnn tension lbs Φvn shear lbs Φnn tension lbs Φvn shear lbs Φnn tension lbs Φvn shear lbs 3-1/4 2,350 3,525 3,575 3,860 2,970 3,905 3,640 3,905 4,205 3,905 5/8 3-3/4 2,870 3,310 3,145 3,625 3,630 4,190 4,450 5,130 5,135 5,920 3/4 4-3/8 4,470 4,990 4,895 5,465 5,655 6,310 6,925 7,730 7,995 8,925 tension and shear design strengths in uncracked concrete1,2,3,4,5,6 minimum concrete compressive strength nominal anchor diameter in nominal embed hnom

power-bolt pb ordering information power-bolt carbon steel version finished hex head cat no anchor size maximum fixture thickness box qty carton qty 6902sd 1/4” x 1-3/4” 1/2“ 100 600 6906sd 1/4” x 3” 1-3/4” 100 600 6910sd 3/8” x 2-1/4” 1/4” 50 300 6913sd 3/8” x 3” 1” 50 300 6914sd 3/8” x 3-1/2” 1-1/2” 50 300 6916sd 3/8” x 4” 2” 50 300 6930sd 1/2 x 2-3/4 1/4 50 200 6932sd 1/2 x 3-1/2 1/4 50 200 6934sd 1/2 x 4-3/4 1-1/2 25 150 6936sd 1/2 x 5-3/4 2-1/2 25 150 6940sd 5/8 x 3 1/4 20 120 6942sd 5/8 x 4 1/4 15 90 6944sd 5/8 x 5 1-1/4 15 90 6945sd 5/8 x 6 2-1/4 15 90 6947sd 5/8 x 8-1/2 4-3/4 10 40 6950sd 3/4 x 3-1/4 1/4 15 90 6952sd 3/4 x 4-1/4 1-1/4 10 60 6954sd 3/4 x 5-1/4 2-1/4 10 60 6956sd 3/4 x 7-1/4 4-1/4 10 40 6958sd 3/4 x 8-1/4 5-1/4 10 40 shaded catalog numbers denote sizes which are less than the minimum standard anchor length for

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