Power-Stud™+ SD2 Wedge Expansion Anchors 06/14 by Powers Fasteners

More catalogs by Powers Fasteners | Power-Stud™+ SD2 Wedge Expansion Anchors 06/14 | 12 pages | 2015-02-04

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Catalog Power-Stud™+ SD2 Wedge Expansion Anchors 06/14

316 stainless steel plate 17 in x 13 in 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 steel plate anchors for concrete stainless steel post anchors 9 mm 8 mm studs top of wall anchor stainless steel p clip 316 1 stainless steel pipe stainless steel e clips 316 stainless steel piping 316 stainless steel pipe stainless steel z clip stainless steel hex nuts stainless steel plate stainless steel plates adjustable torque wrench expansion anchors expansion anchor power stud anchors wedge all anchors power fastening powers fasteners power fasteners powers fasteners drill bit power conversion factor installation of anchor fastener anchoring and fastening system for concrete powered torque wrench concrete anchor concrete anchors anchor expansion concrete anchor pipe 4 x 6 post anchors concrete steel deck anchors concrete anchor systems deck post anchor heavy duty concrete anchors post installed anchors carbon steel wedge anchor details anchor plate post to concrete internal threaded anchor stainless steel stud stainless steel head stud stainless steel 1 14 hex nut steel zinc load capacity table for wedge anchors 14 torque wrench torque wrench 1 14 14 mm torque wrench 14 mm wrench 3 mm offset 2 14 hex nut torque wrench 14 drive

Power-Stud™+ SD2 Wedge Expansion Anchors 06/14 is listed under these categories

Industrial Supply > Fasteners & Hardware

Featured catalog pages of Power-Stud™+ SD2 Wedge Expansion Anchors 06/14

power-stud sd2 ® wedge expansion anchor on al ific at i al general applications and uses on sei te re sei te re te n io d c onc qu c r ac ke d c onc ic reg sm ion zo ne ns ion zo qu c r ac ke the power-stud sd2 anchor is a fully threaded torque-controlled wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete suitable base materials include normal-weight concrete sand-lightweight concrete and concrete over steel deck the anchor is manufactured with a zinc ic reg sm plated carbon steel body and stainless steel expansion clip for premium performance n io ns ne te product desciption ti i f• i c satructural connections i.e beam and column anchorage • utility and safety-related attachments • interior applications low level corrosion environment • tension zone applications i.e cable trays and strut pipe supports fire sprinklers • seismic and wind loading • medium to heavy duty purposes features and

power-stud sd2 ® installation specifications installation table for power-stud sd21 anchor property setting information nominal anchor size notation units anchor diameter do minimum diameter of hole clearance in fixture dh in mm in mm nominal drill bit diameter dbit in minimum nominal embedment depth hnom minimum concrete member thickness1 hmin minimum overall anchor length ℓanch minimum edge distance1 cmin minimum spacing distance1 smin critical edge distance1 cac installation torque tinst in mm in mm in mm in mm in mm in mm in mm in mm ft lb n-m torque wrench socket size in nut height in effective embedment hef minimum hole depth ho 1 3/8” 1/2” 5/8” 3/4” 0.375 9.5 7/16 11.1 3/8 ansi 2-3/8 60 2 51 2-5/8 67 4 102 3 76.2 2-1/2 63.5 3-1/2 88.9 6-1/2 165.1 20 27 0.500 12.7 9/16 14.3 1/2 ansi 0.625 15.9 11/16 17.5 5/8 ansi 0.750 19.1 13/16 20.6 3/4 ansi 2-1/2 64 2 51 2-3/4 70 4-1/2 114 3-3/4 95 3-1/4 83 4 102 6 152 5-3/4 146 3-3/4 95 5-3/4 146

power-stud sd2 ® installation instructions 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 4 2 2 remove dust and debris from 3 position the supplied washer 4 tighten the anchor with a the hole using a hand pump on the anchor and thread on torque wrench by applying the compressed air or a vacuum the supplied nut if installing required installation torque tinst through a fixture drive the anchor through the fixture into the hole be sure the anchor is driven to the minimum required embedment depth

power-stud sd2 ® installation instructions installation detail a for power-stud sd2 installed through soffit of steel deck into concrete1 installation detail b for power-stud sd2 installed through soffit of steel deck into concrete2,3 1 anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation detail a provided the minimum hole clearance is satisfied anchors in the lower flute of installation detail a 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 for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied 2 anchors may be placed in the lower flute of the steel deck profiles in accordance with installation detail b provided the minimum hole clearance is satisfied anchors in the lower flute of installation detail b profiles may be installed with a

power-stud sd2 ® performance data information tension design information for use with load combinations taken from aci 318 section 9.21,2 design characteristic anchor category notation units 1,2 or 3 3/8 1/2 1 nominal anchor diameter 5/8 3/4 1 1 1 85.0 586 106.0 731 0.1007 65.0 10,445 48.0 85.0 586 106.0 731 0.1619 104.5 13,080 58.2 70.0 483 90.0 620 0.2359 153.2 21,230 94.4 steel strength in tension 4 minimum specified yield strength neck fy minimum specified ultimate tensile strength neck futa effective tensile stress area neck ase steel strength in tension nsa ksi n/mm2 ksi n/mm2 in2 mm2 lb kn reduction factor for steel strength3 Φ 96.0 662 120.0 827 0.0552 35.6 6,625 29.4 0.75 concrete breakout strength in tension effective embedment hef in mm 2.00 51 effectiveness factor for uncracked concrete kucr 24 effectiveness factor for cracked concrete kcr ψ c,n modification factor for cracked and uncracked concrete5 critical edge distance cac in mm reduction factor for

power-stud sd2 ® performance data information shear design information for use with load combinations taken from aci 318 section 9.21-2 design characteristic anchor category notation units 1,2 or 3 nominal anchor diameter 5/8 3/8 1/2 3/4 1 1 1 1 68.0 469 88.0 607 0.1419 65.7 4,815 21.4 68.0 469 88.0 607 0.2260 104.9 10,170 45.7 56.0 386 80.0 551 0.3345 215.8 12,610 56.1 steel strength in shear4 minimum specified yield strength threads fy minimum specified ultimate tensile strength threads futa effective tensile stress area threads ase steel strength in shear vsa ksi n/mm2 ksi n/mm2 in2 mm2 lb kn reduction factor for steel strength3 Φ 76.8 530 100.0 689 0.0775 50.0 3,115 13.9 0.65 concrete breakout strength in shear 6 load bearing length of anchor hef or 8do whichever is less ℓe in mm reduction factor for concrete breakout strength3 Φ 2.00 51 2.00 51 3.25 83 3.25 83 4.25 108 3.75 95 5.00 127 0.70 condition b pryout strength in shear6 coefficient for pryout strength

power-stud sd2 tm factored design strength fnn and fvn calculated in accordance with aci 318 appendix d 1 tabular values are provided for illustration and are applicable for single anchors installed in 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 table values based on ca1 cac ca2 is greater than or equal to 1.5 ca1 2 calculations were performed according to aci 318-08 appendix d the load level corresponding to the controlling failure mode is listed e.g for tension steel concrete breakout and pullout for shear steel concrete breakout and pryout furthermore the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values hef for the selected anchors as noted in the design information tables please also reference the installation specifications for more information 3 strength reduction factors f were

power-stud sd2 ® ultimate and allowance loads converted allowable loads for power-stud sd2 in cracked concrete1,2 minimum concrete compressive strength f’c psi nominal anchor size in nominal embed hnom in tallowable,asd vallowable,asd tallowable,asd vallowable,asd tallowable,asd vallowable,asd tallowable,asd vallowable,asd tallowable,asd vallowable,asd 3/8 2-3/8 1,005 1,205 1,070 1,320 1,175 1,445 1,345 1,445 1,480 1,445 1/2 2-1/2 1,120 1,205 1,220 1,320 1,410 1,520 1,730 1,860 1,995 2,150 1/2 3-3/4 2,030 2,235 2,225 2,235 2,570 2,235 3,145 2,235 3,630 2,235 5/8 3-7/8 2,310 4,720 2,530 4,720 2,925 4,720 3,580 4,720 4,135 4,720 5/8 4-7/8 3,455 4,720 3,790 4,720 4,375 4,720 5,355 4,720 6,185 4,720 3/4 4-1/2 2,865 5,855 3,140 5,855 3,625 5,855 4,440 5,855 5,125 5,855 3/4 5-3/4 3,620 5,855 3,965 5,855 4,580 5,855 5,605 5,855 6,475 5,855 2,500 tension lbs 3,000 shear lbs tension lbs 4,000 shear lbs tension lbs 6,000 shear lbs tension lbs 8,000 shear lbs tension lbs

power-stud sd2 tm ordering information power-stud sd2 carbon steel body with stainless steel expansion clip cat no anchor size thread length box qty carton qty wt 100 lbs 7413sd2 3/8” x 3” 1-3/4” 50 300 10 7414sd2 3/8” x 3-1/2” 2-1/4” 50 300 12 7415sd2 3/8” x 3-3/4” 2-1/2” 50 300 13 7416sd2 3/8” x 5” 3-3/4” 50 300 16 7422sd2 1/2” x 3-3/4” 2-1/8” 50 200 23 7423sd2 1/2” x 4-1/2” 2-7/8” 50 200 28 7424sd2 1/2” x 5-1/2” 3-7/8” 50 150 32 7426sd2 1/2” x 7” 5-3/8” 25 100 44 7427sd2 1/2” x 8-1/2” 6-7/8” 25 100 46 7435sd2 5/8” x 4-3/4” 2-7/8” 25 100 52 7433sd2 5/8” x 5” 3-1/8” 25 50 57 7434sd2 5/8” x 6” 4-1/8” 25 75 64 7436sd2 5/8” x 7” 5-1/8” 25 75 72 7438sd2 5/8” x 8-1/2” 6-5/8” 25 75 84 7442sd2 3/4” x 5-1/2” 3-1/4” 20 60 88

power-stud sd2 tm

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