Power-Stud™+ SD1 Wedge Expansion Anchors 06/14 by Powers Fasteners

More catalogs by Powers Fasteners | Power-Stud™+ SD1 Wedge Expansion Anchors 06/14 | 20 pages | 2015-02-04

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Catalog Power-Stud™+ SD1 Wedge Expansion Anchors 06/14

torque ft lbs to in lbs ft lbs to in lbs powers fasteners carbide drill bits stainless steel anchors 12 x 12 x 14 allowable tension loads carbide drill bits carbide drill bit hot dip galvanize assembled hex nut washers hot dip galvanized steel 11 11 2 400 tensioning bracket stainless steel p clip stainless steel e clips stainless steel z clip ft lbs in lbs 400 in lbs ft lbs adjustable torque wrench international building code 11 34 x 8 x 4 34 46 x 12 x 12 expansion anchors expansion anchor power stud anchors power fastening powers fasteners power fasteners wedge all anchors power driven concret anchors powered torque wrench installation of anchor fastener masonry anchors concrete anchor concrete anchors anchor expansion concrete anchor pipe steel deck anchors concrete wedge anchor 4 x 6 post anchors concrete concrete embedment anchors in wall post installed anchors carbon steel wedge threaded stud 7 threaded stud powers fasteners drill bit anchor details steel plate anchors for concrete anchor plate post to concrete 9 mm 8 mm studs left hand threaded stud stud stainless steel top of wall anchor 14 torque wrench torque wrench 1 14 left hand thread studs

Power-Stud™+ SD1 Wedge Expansion Anchors 06/14 is listed under these categories

Industrial Supply > Fasteners & Hardware

Featured catalog pages of Power-Stud™+ SD1 Wedge Expansion Anchors 06/14

power-stud sd1 ® reference data asd ultimate load capacities for power-stud sd1 in normal-weight concrete1,2 nominal anchor diameter in 1/4 3/8 1/2 5/8 3/4 7/8 1 1-1/4 minimum embedment depth in mm 1-1/8 28 1-3/4 44 1-5/8 41 2-3/8 60 2-1/4 57 2-1/2 64 3-3/4 95 2-3/4 70 3-3/8 86 4-5/8 117 3-3/8 86 4 102 5-5/8 143 3-7/8 98 4-1/2 114 4-1/2 114 5-1/2 140 8 203 5-1/2 140 6-1/2 165 minimum concrete compressive strength f’c 2,500 psi 17.3 mpa f’c 3,000 psi 20.7 mpa f’c 4,000 psi 27.6 mpa f’c 6,000 psi 41.4 mpa tension lbs kn shear lbs kn tension lbs kn shear lbs kn tension lbs kn shear lbs kn tension lbs kn shear lbs kn 1,255 5.6 3,485 15.5 2,540 11.3 5,400 24 2,540 11.3 3,910 17.4 7,955 35.4 4,195 18.7 4,195 18.7 1,255 5.6 1,255 5.6 2,540 11.3 2,540 11.3 4,195 18.7 4,195 18.7 4,195 18.7 6,815 30.3 6,815 30.3 6,815 30.3 12,580 56.0 12,580 56.0 12,580 56.0 11,690 52.0 11,690 52.0 21,155 94.1 21,155 94.1 21,155 94.1 29,105 129.4 29,105 129.4 2,775

power-stud sd1 ® reference data asd edge distance and spacing distance tension fns fnc adjustment factors for normal-weight concrete 1-1/4 dia in hnom in 1-3/4 2-3/8 2-1/2 3-3/4 3-3/8 4-5/8 4 5-5/8 4-1/2 5-1/2 6-1/2 hnom in 1-3/4 2-3/8 2-1/2 3-3/4 3-3/8 4-5/8 4 smin in 2-1/4 3-1/2 4-1/2 6-1/2 6-1/2 11 16 11-1/2 12 20 dia in 2 0.78 3/8 1/2 1/2 5/8 5/8 3/4 5 6 4-1/4 6 3/4 7/8 1 1/4 1/2 1/2 5/8 5/8 3/4 3/4 7/8 1 1-1/4 5-5/8 4-1/2 5-1/2 6-1/2 8 cac in 3-1/2 6-1/2 cmin in 1-3/4 2-1/4 3-1/4 2-3/4 5-1/2 4-1/4 5 6 7 8 8 1-3/4 0.50 8 8 6 10 2-1/2 0.80 2 0.57 2-3/4 0.83 2-1/4 0.64 0.35 3 0.85 2-1/2 0.71 0.38 3-1/2 0.90 0.84 2-3/4 0.79 0.42 0.34 4 0.95 0.87 3 0.86 0.46 0.38 4-1/4 0.98 0.89 0.72 3-1/4 0.93 0.50 0.41 0.41 4-1/2 1.00 0.90 0.91 0.73 3-1/2 1.00 0.54 0.44 0.44 5 1.00 0.94 0.94 0.79 0.75 4 1.00 0.62 0.50 0.50 5-1/2 1.00

power-stud sd1 ® reference data asd ultimate and allowable load capacities in tension for power-stud sd1 in grout filled concrete masonry wall faces1,2,3,4,5,6,7 code listed icc-es esr-2966 grout-filled concrete masonry anchor diameter in minimum embedment depth in mm min edge distance in mm min end distance in mm installation torque tinst ft-lbf n-m 3/8 2-3/8 60.3 4 101.6 4 101.6 1/2 2-1/2 63.5 4 101.6 5/8 3-3/8 85.7 3/4 4-3/4 120.7 f’m 1,500 psi f’m 2,000 psi ultimate load tension lbs kn allowable load tension lbs kn ultimate load tension lbs kn allowable load tension lbs kn 20 27 2,225 10.0 445 2.0 2,670 12.0 535 2.4 4 101.6 40 54 2,650 11.9 530 2.4 3,180 14.3 635 2.9 4 101.6 4 101.6 50 68 3,525 15.9 705 3.2 4,230 19.0 845 3.8 12 304.8 12 304.8 80 108 7,580 34.1 1,515 6.8 8,755 39.4 1,750 7.9 1 tabulated load values for 3/8” 1/2” and 5/8” diameter anchors are installed in minimum 6” wide grade n type ii lightweight medium-weight or

power-stud sd1 ® reference data asd ultimate and allowable load capacities in tension for power-stud sd1 in grout filled concrete masonry wall tops1,2,3,4 code listed icc-es esr-2966 grout-filled concrete masonry anchor diameter in minimum embedment depth in mm min edge distance in mm 3/8 2-3/8 60.3 1-3/4 44.5 1/2 5/8 2 1/2 63.5 5 127 2-1/4 57.1 min end distance in mm installation torque tinst ft-lbf n-m 20 27 12 304.8 3-3/8 85.7 40 54 50 68 f’m 1,500 psi f’m 2,000 psi ultimate load tension lbs kn allowable load tension lbs kn ultimate load tension lbs kn allowable load tension lbs kn 1,475 6.6 295 1.3 1,770 8.0 355 1.6 2,225 9.9 445 2.0 2,575 11.5 515 2.3 3,425 15.4 685 3.1 4,110 18.5 820 3.7 3,825 17.2 765 3.4 4,590 20.7 920 4.1 1 tabulated load values are for anchors installed in minimum 6-inch wide minimum grade n type ii lightweight medium-weight or normal-weight concrete masonry units conforming to astm c 90 mortar must be minimum type n masonry compressive

power-stud sd1 ® strength design sd code listed icc-es esr-2818 power-stud sd1 anchor detail before after application of installation torque interpolation of minimum edge distance and anchor spacing this interpolation applies to the cases when two sets of minimum edge distances cmin and minimum spacing distances smin are given in the sd installation specifications for concrete for a given anchor diameter under the same effective embedment depth hef and corresponding minimum member thickness hmin

power-stud sd1 ® strength design sd code listed icc-es esr-2818 figure 1 power-stud sd1 installation detail for anchors in the topside of concrete-filled steel deck floor and roof assemblies see dimensional profile requirements    nchors may be placed in the topside of steel deck profiles in accordance with figure 1 provided the minimum member topping thickness minimum spacing distance and minimum edge distance are satisfied as given in installation a specifications figure 2a -power-stud sd1 installation detail for anchors in the soffit of concrete over steel deck floor and roof assemblies see dimensional profile requirements anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with figure 2a provided the minimum hole clearance is satisfied anchors in the lower flute of figure 2a profiles may be installed with a maximum 1-inch offset in either direction from the center of the flute the offset distance may be increased proportionally

power-stud sd1 ® strength design sd code listed icc-es esr-2818 shear design information for power-stud sd1 anchor in concrete for use with load combinations taken from aci 318 section 9.21,2 nominal anchor diameter design characteristic notation units 1/4 inch anchor category 1 2 or 3 1 3/8 inch 1/2 inch 5/8 inch 3/4 inch 7/8 inch 1 inch 1-1/4 inch 1 1 1 1 1 1 1 steel strength in shear4 minimum specified yield strength threads minimum specified ultimate strength threads effective tensile stress area threads steel strength in shear5 reduction factor for steel strength3 fya ksi n/mm2 70.0 482 80.0 552 70.4 485 64.0 441 58.0 400 58.0 400 58.0 400 58.0 400 futa11 ksi n/mm2 88.0 606 100.0 689 88.0 607 88.0 607 80.0 552 75.0 517 75.0 517 75.0 517 ase,v [ase]12 in2 mm2 0.0318 20.5 0.0775 50.0 0.1419 91.5 0.2260 145.8 0.3345 212.4 0.462 293.4 0.6060 384.8 0.969 615 vsa11 lb kn 925 4.1 2,990 13.3 4,620 20.6 9,030 40.2 φ 10,640 47.3 11,655 54.8 8,820 39.2 10,935 48.6 17,750 79.0 3.125

power-stud sd1 ® ordering information power-stud sd1 carbon steel body and expansion clip ansi carbide drill bit cat no cat no anchor size thread length box qty carton qty wt 100 lbs sds-plus spline fathead sds-plus s-4 plus 4-x cutter sds-max 4-x cutter head spline single tip spline 7400sd1 1/4” x 1-3/4” 3/4” 100 600 3 00711 00320 7402sd1 1/4” x 2-1/4” 1-1/4” 100 600 4 00713 00321 7404sd1 1/4” x 3-1/4” 2-1/4” 100 600 5 00713 00321 7410sd1 3/8” x 2-1/4” 7/8” 50 300 8 00727 00333 01401 7412sd1 3/8” x 2-3/4” 1-3/8” 50 300 9 00727 00333 01401 7413sd1 3/8” x 3” 1-5/8” 50 300 10 00727 00333 01401 7414sd1 3/8” x 3-1/2” 2-1/8” 50 300 12 00727 00333 01402 7415sd1 3/8” x 3-3/4” 2-3/8” 50 300 13 00727 00333 01402 7416sd1 3/8” x 5” 3-5/8” 50 300 15 00729 00334 01402 7417sd1 3/8” x 7” 5-5/8” 50

power-stud sd1 ® ordering information tie wire power-stud sd1 carbon steel body and expansion clip cat no anchor size thread length box qty carton qty wt 100 lbs 7409sd1 1/4” x 2” n/a 100 500 3 installation accessories cat no description box qty 08466 adjustable torque wrench with 1/2” square drive 25 to 250 ft lbs 1 08280 hand pump dust blower 1

a dvancements in d esign e nable greaterf lexibility through “shear” ingenuity we’ve done it again it’s a great idea that keeps getting better power-stud is a range of fully threaded torque controlled wedgeexpansion anchors available in a range of materials and now with increased shear performance on sd1 and sd2 it’s the go-to choice for almost any application power-stud+™ sd1 zinc plated carbon steel body and expansion clip with nut and washer code listed cracked uncracked concrete icc-es esr-2818 concrete masonry units cmu icc-es esr-2966 improvements in both static seismic shear – as high as 84 how we stack up 3/8” shear load per icc-es report 3500 3000 2500 2000 power-stud sd1 1500 competitor a 1000 competitor b 500 0 dependability runs in the family there’s a power-stud to fit all your needs power-stud+™ power-stud™ zinc plated carbon steel body with stainless steel expansion clip with nut and washer

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