Wedge-Bolt® + Screw Anchor 06/14 by Powers Fasteners

More catalogs by Powers Fasteners | Wedge-Bolt® + Screw Anchor 06/14 | 20 pages | 2015-02-02

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Catalog Wedge-Bolt® + Screw Anchor 06/14

u bolt plate anchor plate heavy duty concrete anchors stainless steel anchors hex washer head screw 14 mm wrench 3 mm offset load capacity on u bolts wedge bolt fastener allowable tension loads j bolt concrete anchoring screw anchor screws anchors screw anchors power fastener blue tip anchors bolt screw concrete sleeve anchor fastenal shear type anchor fastener safety factor power screws installation of anchor fastener application of screw and fasteners design of power screw masonry anchors concrete anchor concrete anchors concrete sleeve anchor concrete anchor j bolts concrete anchor bolt sleeve anchor steel deck anchors shear type anchor bolt anchor screw 8 inch dia anchor anchor fast blue tip anchor bolt anchor details security sleeve anchor carbon steel wedge u bolt anchor plate blue tip anchors anchor post to concrete post installed anchors concrete to galvanized steel anchors bolts l type anchor bolts l type 3 anchor bolts l type anchor bolt hex socket bolt safety factor screw concrete to steel anchors bolts anchor plate post to concrete steel plate anchors for concrete galvanized j bolt masonry hex head screws hex head bolts 8 screw load capacity screw load capacity hex socket screws

Wedge-Bolt® + Screw Anchor 06/14 is listed under these categories

Industrial Supply > Fasteners & Hardware

Featured catalog pages of Wedge-Bolt® + Screw Anchor 06/14

wedge-bolt® installation specifications installation table for wedge-bolt design provisions of aci 318 appendix d anchor property/setting information notation units nominal anchor diameter da minimum diameter of hole clearance in fixture dh in mm in mm nominal drill bit diameter dbit in wedge-bit tolerance range in minimum nominal embedment depth hnom effective embedment hef 1/4” 3/8 nominal anchor size 1/2” 0.250 6.4 5/16 7.9 1/4 wedge-bit 0.255 to 0.259 1-3/4 44 1.100 28 3-1/4 83 2-1/2 64 1-1/2 38 2 51 2 51 2-1/4 57 115 156 0.375 9.5 7/16 11.1 3/8 wedge-bit 0.385 to 0.389 2-1/8 54 1.425 36 3-1/2 4 89 102 4 2-3/4 102 70 1-1/2 1-3/4 38 44 2-1/2 2-1/2 64 64 2-1/4 57 2-1/2 64 245 332 0.500 12.7 9/16 14.3 1/2 wedge-bit 0.490 to 0.495 2-1/2 3-1/2 64 89 1.650 2.500 42 64 4 6 102 152 4 4-1/2 102 114 1-3/4 1-3/4 44 44 3-1/2 2-1/2 89 64 3 4 76 102 3 4 76 102 300 407 5/8 3/4” 0.625 15.9 11/16 17.5 5/8 wedge-bit 350 475 0.750 19.1 0.750 19.1 3/4 wedge-bit 0.720 to

wedge-bolt® factored resistance strength øn and øv calculated in accordance with appendix d n n 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 times ca1 ca1  ode is listed 2 calculations were performed according to aci 318-05 appendix d the load level corresponding to the controlling failure m ha e.g for tension steel concrete breakout and pullout for shear steel concrete breakout and pryout furthermore the capacities for ca2 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

wedge-bolt® asd performance data ultimate load capacities for wedge-bolt installed into normal-weight concrete at critical spacing and edge distances1,2,3 anchor diameter in mm 1/4 6.4 3/8 9.5 1/2 12.7 5/8 15.9 3/4 19.1 minimum embedment depth in mm 1 25.4 1-1/2 38.1 2 50.8 2-1/2 63.5 1-1/2 38.1 2 50.8 2-1/2 63.5 3 76.2 3-1/2 88.9 2 50.8 2-1/2 63.5 3 76.2 3-1/2 88.9 4 101.6 2-1/2 63.5 3 76.2 3-1/2 88.9 4 101.6 4-1/2 114.3 5 127.0 3 76.2 3-1/2 88.9 4 101.6 4-1/2 114.3 5 127.0 5-1/2 139.7 6 152.4 minimum concrete compressive strength f ‘c 2,000 psi 13.8 mpa 4,000 psi 27.6 mpa shear lbs kn tension lbs kn shear lbs kn tension lbs kn shear lbs kn 720 3.2 1,440 6.5 2,400 10.8 3,520 15.8 1,900 8.6 3,000 13.5 4,100 18.5 5,800 26.1 7,500 33.8 2,860 12.9 4,100 18.5 5,920 26.6 6,060 27.3 7,560 34.0 3,420 15.4 4,560 20.5 5,720 25.7 8,240 37.1 10,780 48.5 13,300 59.9 4,320 19.4 5,720 25.7 7,120 32.0 9,240 41.6 11,340 51.0 13,440 60.5 15,540 69.9 920 4.0 2,000 8.8 2,000 8.8 2,000 8.8 2,760

asd performance data 1,2,3,4 ultimate and allowable load capacities for wedge-bolt installed into structural lightweight concrete minimum concrete compressive strength f´c ≥ 3,000 psi 20.7 mpa nominal anchor diameter d in mm minimum embedment depth hv in mm tension lbs kn shear lbs kn tension lbs kn shear lbs kn 1/4 6.4 2 50.8 3,320 14.9 2,720 12.1 830 3.7 680 3.0 1-1/2 38.1 2,220 10.0 2,200 9.9 555 2.5 550 2.5 3 76.2 5,280 23.8 4,660 20.7 1,320 5.9 1,165 5.1 2 50.8 2,920 13.1 5,360 23.6 730 3.3 1,340 5.9 4 101.6 7,720 34.7 9,260 41.1 1,930 8.7 2,315 10.2 2-1/2 63.5 3,720 16.7 9,240 41.6 930 4.2 2,310 10.4 5 127.0 12,160 54.7 14,940 66.4 3,040 13.7 3,735 16.6 5-1/4 133.4 13,320 59.9 17,780 79.0 3,330 15.0 4,445 19.7 3/8 9.5 1/2 12.7 5/8 15.9 3/4 19.1 ultimate load allowable load 1 tabulated load values are for anchors installed in structural sand-lightweight concrete concrete compressive strength must be at the specified minimum at the time of installation 2 allowable load

masonry performance data allowable load capacities for wedge-bolt anchors installed into the face of grout filled concrete masonry1,2,3,4,5 anchor diameter d in mm 1/4 6.4 3/8 9.5 1/2 12.7 5/8 15.9 minimum embed hv in mm minimum edge distance in mm minimum end distance in mm 1 25.4 2 50.8 2 50.8 1-1/2 38.1 2-1/2 63.5 2-1/2 63.5 2-1/2 63.5 3-1/2 88.9 2 50.8 3 76.2 3-1/2 88.9 4 101.6 2-1/2 63.5 3-3/4 95.3 1-1/2 38.1 3-3/4 95.3 3-3/4 95.3 1-3/4 44.5 7-7/8 200.0 12 304.8 12 304.8 3-3/4 95.3 7-7/8 200.0 2-3/4 69.9 12 304.8 3-3/4 95.3 7-7/8 200.0 3-3/4 95.3 2-3/4 69.9 3-3/4 95.3 12 304.8 3-3/4 95.3 3-1/4 4 101.6 5 127.0 3 76.2 3/4 19.1 3-1/2 88.9 4 101.6 5 127.0 12 304.8 12 304.8 3-3/4 95.3 12 304.8 12 304.8 12 304.8 3-3/4 95.3 12 304.8 7-7/8 200.0 12 304.8 12 304.8 tension lbs kn shear lbs kn f’m 1,500 psi f’m ≥ 2,000 psi f’m 1,500 psi f’m ≥ 2,000 psi 80 0.4 230 1.0 340 1.5 210 0.9 295 1.3 750 3.4 615 2.7 1,290 5.8 335 1.5 930 4.2 595 2.6 1,525

wedge-bolt® masonry performance data allowable load capacities for wedge-bolt anchors installed into the top of grout-filled concrete masonry wall1,2,3 nom anchor diameter d in mm 3/8 9.5 1/2 12.7 5/8 15.9 shear toward edge of wall lbs kn tension lbs kn shear toward end of wall lbs kn min embed depth hv in mm minimum edge distance in mm minimum end distance in mm f’m 1,500 psi f’m ≥ 2,000 psi f’m 1,500 psi f’m ≥ 2,000 psi f’m 1,500 psi f’m ≥ 2,000 psi 2-1/2 63.5 1-1/2 38.1 2-1/2 63.5 3-1/2 88.9 4-1/2 114.3 4-1/2 114.3 5-1/2 139.7 7-1/2 190.5 1-1/2 38.1 3 76.2 310 1.4 355 1.6 140 0.6 350 1.6 380 1.7 260 1.2 160 0.7 350 1.6 380 1.7 305 1.3 250 1.1 350 1.6 380 1.7 240 1.1 290 1.3 350 1.6 380 1.7 275 1.2 250 1.1 420 1.9 285 1.2 490 2.2 575 2.6 660 2.9 2 50.8 1-3/4 44.5 1-3/4 44.5 1-3/4 44.5 2-3/4 69.9 2-3/4 69.9 ­ 570 2.5 535 2.4 745 3.3 835 3.7 1,005 4.5 1,215 5.4 570 2.5 620 2.7 860 3.8 965 4.3 1,165 5.2

design criteria allowable stress design load adjustment factors for normal-weight concrete spacing tension fns 1/4 3 1 0.50 0.63 0.75 0.88 1.00 3/8 4-1/2 1-1/2 0.50 0.58 0.67 0.75 1.00 dia in scr in smin in 1 1-1/2 2 2-1/2 3 4-1/2 6 7-1/2 9 1/4 3 1 0.75 0.81 0.88 0.91 1.00 3/8 4-1/2 1-1/2 0.75 0.79 0.83 0.88 1.00 dia in ccr in cmin in 3/4 1-1/8 1-1/2 1-7/8 2 2-1/4 3 4 5 6 1/4 2 3/4 0.70 0.79 0.88 0.97 1.00 dia in ccr in cmin in 3/4 1-1/8 1-1/2 1-7/8 2-1/4 3 4-1/2 6 7-1/2 9 1/4 3 3/4 0.15 0.29 0.43 0.58 0.72 1.00 spacing s inches dia in scr in smin in 1 1-1/2 2 2-1/2 3 4-1/2 6 7-1/2 9 1/2 6 2 0.50 0.56 0.63 0.81 1.00 5/8 7-1/2 2-1/2 0.50 0.55 0.70 0.85 1.00 3/4 9 3 0.50 0.63 0.75 0.88 1.00 notes for anchors loaded in tension the critical spacing scr is equal to 12 anchor diameters 12d at which the anchor achieves 100 of load minimum spacing smin is equal to 4 anchor diameters 4d at which the anchor achieves 50 of load 5/8 7-1/2 2-1/2 0.75 0.78 0.85 0.93 1.00 3/4

wedge-bolt® sd performance data tension design information for use with load combinations taken from aci 318 section 9.21,2,3 design characteristic notation units anchor category 1 2 or 3 nominal embedment depth hnom nominal anchor size 1/4” 3/8 1/2” 5/8 3/4” 1 1 1 1 1 in 1-3/4 2-1/8 2-1/8 3-1/2 3-1/4 3-1/4 4-1/4 4 steel strength in tension nsa ksi 2 n/mm 2 in 2 mm lb kn ø minimum specified ultimate strength futa effective tensile stress area ase steel strength in tension 3 reduction factor for steel strength 100.0 990 0.044 1.10 4,400 19.6 100.0 990 0.044 1.10 10,300 45.8 100.0 990 0.168 4.28 16,800 74.7 100.0 990 0.249 6.41 24,900 110.7 100.0 990 0.371 9.53 37,100 164.9 0.65 9 concrete breakout strength in tension effective embedment hef in mm 1.100 28 effectiveness factor for uncracked concrete kuncr effectiveness factor for cracked concrete kcr yc,n cac in mm ø 5 modification factor for cracked and uncracked concrete critical edge distance 3

sd performance data shear design information for use with load combinations taken from aci 318 section 9.21,2,3 design characteristic anchor category nominal embedment depth notation units 1 2 or 3 hnom nominal anchor size 1/4” 3/8 1/2” 5/8 3/4” 1 1 1 1 1 in 1-3/4 2-1/8 2-1/8 3-1/2 3-1/4 3-1/4 4-1/4 4 steel strength in shear minimum specified ultimate strength 3 reduction factor for steel strength vsa lb kn ø 2,475 11.0 2,475 11.0 7,980 35.4 11,990 53.3 19,350 86.1 0.60 9 concrete breakout strength in shear ℓe effective embedment 3 ø reduction factor for concrete breakout strength in mm 1.100 28 1.425 36 1.650 42 2.500 64 2.145 54 3.100 79 2.910 74 condition b 0.70 6 pryout strength in shear 6 characteristic pullout strength uncracked concrete 2,500 psi 6 characteristic pullout strength cracked concrete 2,500 psi 3 reduction factor for pullout strength kcp 1.0 1.0 1.0 2.0 1.0 2.0 2.0 hef in mm 1.100 28 1.425 36 1.650 42 2.500 64 2.145 54 3.100 79

wedge-bolt® sds spline sds hd max straight shank ordering information wedge-bit cat no wedge-bit description usable length tube qty ctn qty 01312 sds 1/4” x 4” 2” 1 250 01314 sds 1/4” x 6” 4” 1 100 01316 sds 3/8” x 6” 4” 1 200 01318 sds 3/8” x 8” 6” 1 100 01332 sds 3/8” x 12” 10” 1 50 01319 sds 3/8” x 18” 16” 1 50 01320 sds 1/2” x 6” 4” 1 150 01322 sds 1/2” x 10” 8” 1 50 01334 sds 1/2” x 12” 10” 1 50 01335 sds 1/2” x 18” 16” 1 50 01324 sds 5/8” x 8” 6” 1 75 01326 sds 5/8” x 12” 10” 1 75 01336 sds 5/8” x 18” 16” 1 50 01328 sds 3/4” x 8” 6” 1 100 01330 sds 3/4” x 12” 10” 1 50 01340 spline 1/2” x 13” 8” 1 20 01342 spline 1/2” x 16” 11” 1 01344 spline 5/8” x 13” 8” 1

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