Power-Bolt Heavy-Duty Sleeve PRODUCT DESCRIPTION The Power-Bolt anchor, is a heavy uty sleeve style, self-locking anchor which is vibration resistant an removable. It is available with a finishe hex hea or flat hea with a hex key insert an can be use in concrete, block, brick, or stone. Expansion occurs at two locations within the rille hole. First, the cone is pulle into the large triple-tine expansion sleeve, eveloping a mi-level, compression force. Further turning causes the threae bolt to avance into the threas of the expaner cone, forcing its four sections outwar. This action engages the base material eep in the anchor hole, greatly increasing the holing power of the Power-Bolt. The bolt an cone remain locke together which prevents loosening uner vibratory conitions. The Power-Bolt is also esigne to raw the fixture into full bearing against the base material through the action of its flexible compression ring. As the anchor is being tightene, the compression ring will crush if necessary to tightly secure the fixture against the face of the base material. The internal bolt of the Power-Bolt is removable an reusable in the same anchor sleeve making it suitable for applications such as mounting machinery which may nee to be remove for service an for temporary applications such as heavy uty form work. SECTION CONTENTS Page No. General Information... 1 Installation Specifications... Material Specifications... Performance Data... 4 Design Criteria... 10 Orering Information... 11 Hex Hea Power-Bolt Assembly GENERAL APPLICATIONS AND USES Column Base Plates an Mechanical Equipment Dock Bumpers an Support Legers Racking an Railing Attachments FEATURES AND BENEFITS + High loa capacity + Two-level expansion mechanism + Internal high strength bolt is removable an reusable + Compression zone in sleeve clamps fixture to the base material + Low profile finishe hea esign TESTING, APPROVALS AND LISTINGS Teste in accorance with ASTM E488 an AC01 criteria FM Global (Factory Mutual) File No. J.I. 1K8A.AH (See report for sizes) Unerwriters Laboratories (UL Liste) File No. EX189 (See listing for sizes) APPROVALS AND LISTINGS CSI Divisions: 011-Concrete ing, 04081-Masonry age an 0090-Metal Fastenings. Expansion anchors shall be Power-Bolt as supplie by Powers Fasteners, Inc., Brewster, NY. Flat Hea Power-Bolt Assembly HEAD STYLES Finishe Hex Hea Flat Hea ANCHOR MATERIALS Zinc Plate Carbon Steel Type 04 Stainless Steel ANCHOR SIZE RANGE (TYP.) " iameter through /4" iameter SUITABLE BASE MATERIALS Normal-Weight Concrete Structural Lightweight Concrete Groute Concrete Masonry (CMU) Hollow CMU Brick Masonry Stone 1 www.powers.com Canaa: (90) 67-79 or (14) 61-416 Powers USA: (800) 4-44 or (914) -600
INSTALLATION SPECIFICATIONS Carbon Steel Hex Hea Power-Bolt, Dimension " /16" /8" 1/" /8" /4" ANSI Drill Bit Size, bit () /16 /8 1/ /8 /4 Fixture Clearance Hole, h () /16 /8 7/16 9/16 11/16 1/16 Internal Bolt Size (UNC) 10-4 -0 /16-18 /8-16 1/-1 /8-11 Hea Height () 7/64 11/64 1/64 1/64 /16 /64 Washer O.D., w () 1/ /8 1/16 1 1-1-1/ Wrench Size () /16 7/16 1/ 9/16 /4 1/16 Max Bolt Torque, T max (ft-lbs) 4 1 4 100 10 Carbon Steel Flat Hea Power-Bolt (80 8 hea), Dimension /8" 1/" /8" ANSI Drill Bit Size, bit () /8 1/ /8 Fixture Clearance Hole, h () 7/16 9/16 11/16 Internal Bolt Size (UNC) /16-18 /8-16 1/-1 Hea Height () 1/64 1/64 Hea, h () /4 7/8 1-1/8 Allen Wrench Size () 7/ /16 /8 Max Bolt Torque, T max (ft-lbs) 4 100 Stainless Steel Hex Hea Power-Bolt, Dimension " /8" 1/" /8" /4" ANSI Drill Bit Size, bit () /8 1/ /8 /4 Fixture Clearance Hole, h () /16 7/16 9/16 11/16 1/16 Internal Bolt Size (UNC) 10-4 /16-18 /8-16 1/-1 /8-11 Hea Height () 7/64 1/64 1/64 /16 /64 Washer O.D., w () 1/ 1/16 1 1-1-1/ Wrench Size () /16 1/ 9/16 /4 1/16 Max Bolt Torque, T max (ft-lbs) 1 60 90 Installation Proceure Using the proper iameter bit, rill a hole into the base material to a epth of at least 1/" or one anchor iameter eeper than the embement require. The tolerances of the rill bit use must meet the requirements of ANSI Stanar B1.1. Blow the hole clean of ust an other material. Do not moify the anchor or avance the bolt in the anchor assembly prior to installation. Drive the anchor through the fixture into the anchor hole until the bolt hea is firmly seate against the fixture. Be sure the anchor is riven to the require embement epth. Tighten the anchor by turning the hea to 4 turns past finger tight. Power-Bolt Nomenclature bit h h w h hv l t = of anchor = of rill bit = of fixture clearance hole = Flat hea iameter = of washer = Base material thickness. The minimum value of h shoul be 1. or, whichever is greater = embement epth = Length of anchor = Fixture thickness Powers USA: (800) 4-44 or (914) -600 Canaa: (90) 67-79 or (14) 61-416 www.powers.com
MATERIAL SPECIFICATIONS Component Carbon Steel Hex Hea Carbon Steel Flat Hea Stainless Steel Hex Hea Internal Bolt *SAE Grae SAE Grae **Type 04 SS Washer AISI 1040 N/A Type 18-8 SS Expaner Sleeve AISI 1010 AISI 1010 Type 04 SS Extension Sleeve AISI 1010 AISI 1010 Type 04 SS Expaner Cone AISI 1L14 AISI 1L14 Type 0 SS Compression Ring Nylon Nylon Nylon Dust Cap Nylon Nylon Nylon Zinc Plating ASTM B 6, SC1, Type III (Fe/Zn ) Mil Service Conition N/A *" an /16" Power-Bolts are manufacture with SAE Grae 8 internal bolts. **Manufacture with a minimum yiel strength of 6,000 psi. Stainless steel anchor components are passivate. The stainless steel expaner cone is zinc plate. Length Ientification Mark A B C D E F G H I J K L M N O From 1" 1-1/" " -1/" " -1/" 4" 4-1/" " -1/" 6" 6-1/" 7" 7-1/" 8" 8-1/" Up to but not incluing 1-1/" " -1/" " -1/" 4" 4-1/" " -1/" 6" 6-1/" 7" 7-1/" 8" 8-1/" 9" www.powers.com Canaa: (90) 67-79 or (14) 61-416 Powers USA: (800) 4-44 or (914) -600
Power-Bolt PERFORMANCE DATA Ultimate Loa Capacities for Carbon an Stainless Steel Power-Bolt in Normal-Weight Concrete 1, /16 (7.9) /8 1/ (1.7) /8 (1.9) /4 Embement 1 (1.8) 1 /4 (44.) 1 1/ (8.1) (76.) 1/ 1/ (17.0) /4 (69.9) 4 (101.6) 6 (1.4) (76.) 4 1/ (114.) 7 (177.8) Concrete Compressive Strength (f c ),000 psi (1.8 MPa),000 psi (0.7 MPa) 4,000 psi (7.6 MPa) 6,000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear Tension Shear 1,180,070 1,80,100 1,80,10 1,660,10 (.) (9.) (6.) (7.1) (9.6) (7.) (9.6) 1,400,070 1,0,0 1,700,40 1,860,40 (6.) (9.) (7.0) (10.4) (7.7) (11.4) (8.4) (11.4) 1,880,070 1,940,70,000,8,100,8 (8.) (9.) (8.7) (1.) (9.0) (1.) (1.),0,800,40,000,40,00,60,00 (10.4) (1.6) (10.9) (1.) (11.4) (14.4) (11.8) (14.4),640,80,880,7,10 4,0,70 4,0 (11.9) (14.8) (1.0) (16.9) (14.0) (19.0) (14.7) (19.0),880,440,0 4,410,780,80 4,60,80 (1.0) (1.) (1.0) (19.8) (17.0) (4.) (19.) (4.),00,98 4,04,0 4,8 6,4,91 7,440 (1.8) (17.9) (18.) (.4) (0.6) (8.9) (6.6) (.),800 4,80 4,0,770 4,8 7,160 6,66 7,960 (17.1) (19.7) (19.) (6.0) (1.8) (.) (0.0) (.8) 4,9 4,980,19 6,81,99 8,60 7,10 8,60 (19.8) (.4) (.4) (0.7) (7.0) (8.9) (.) (8.9) 4,900 6,840,710 7, 6,0 8, 7,0 8, (.1) (0.8) (.7) (.9) (9.) (7.0) (.9) (7.0) 6,140 8,40 7,90 9,00 9,040 9,860 9,890 10,780 (7.6) (8.4) (4.) (41.4) (40.7) (44.4) (44.) (48.) 7,60 10,140 8,480 11,0 9,700 1,0 10,9 1,1 (.7) (4.6) (8.) (0.) (4.7) (.4) (49.) (.4),60 7,970 6, 9,970 7,70 11,970 8,490 11,970 (4.1) (.9) (9.4) (44.9) (4.7) (.9) (8.) (.9) 6,460 10,860 8,10 1,710 9,960 14,60 1,110 1,900 (9.1) (48.9) (6.9) (7.) (44.8) (6.) (9.0) (71.6) 9,400 1,780 10,70 16,0 11,740 18,680 1,80 18,670 (4.) (6.0) (47.6) (7.0) (.8) (84.1) (70.1) (84.0) 7,660 1,7 8,80 14,4 9,00 16,110 10,780 16,110 (4.) (.7) (8.6) (64.1) (4.8) (7.) (48.) (7.) 10,060 16,900 11,00 0,0 1,40,600 16,40,600 (4.) (76.1) (0.4) (91.1) (.) (106.) (7.1) (106.) 11,780,640 1,440,880 1,100 9,10 1,980 9,10 (.0) (101.9) (60.) (116.) (68.0) (11.0) (98.9) (11.0) 1. Tabulate loa values are for anchors installe in concrete. Concrete compressive strength must be at the specifie minimum at the time of installation.. Ultimate loa capacities must be reuce by a minimum safety factor of 4.0 or greater to etermine allowable working loa. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea. Powers USA: (800) 4-44 or (914) -600 Canaa: (90) 67-79 or (14) 61-416 www.powers.com 4
PERFORMANCE DATA Allowable Loa Capacities for Carbon an Stainless Steel Power-Bolt in Normal-Weight Concrete 1,, /16 (7.9) /8 1/ (1.7) /8 (1.9) /4 Embement 1 (1.8) 1 /4 (44.) 1 1/ (8.1) (76.) 1/ 1/ (17.0) /4 (69.9) 4 (101.6) 6 (1.4) (76.) 4 1/ (114.) 7 (177.8) Concrete Compressive Strength (f c ),000 psi (1.8 MPa),000 psi (0.7 MPa) 4,000 psi (7.6 MPa) 6,000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear Tension Shear 9 1 4 9 41 0 (1.) (.) (1.6) (.4) (1.8) (.4) (1.9) (.4) 0 1 90 7 4 6 46 6 (1.6) (.) (1.8) (.6) (1.9) (.9) (.1) (.9) 470 1 48 680 00 84 84 (.1) (.) (.) (.1) (.) (.8) (.4) (.8) 80 700 610 70 6 800 6 800 (.6) (.) (.7) (.4) (.9) (.6) (.9) (.6) 660 80 70 940 780 1,060 80 1,060 (.0) (.7) (.) (4.) (.) (4.8) (.7) (4.8) 70 860 8 1,10 94 1,4 1,06 1,4 (.) (.9) (.8) (.0) (4.) (6.1) (4.8) (6.1) 87 99 1,010 1,00 1,14 1,60 1,480 1,860 (.9) (4.) (4.) (.9) (.) (7.) (6.7) (8.4) 90 1,09 1,080 1,44 1,1 1,790 1,66 1,990 (4.) (4.9) (4.9) (6.) (.) (8.1) (7.) (9.0) 1,100 1,4 1,00 1,70 1,00,16 1,790,16 (.0) (.6) (.9) (7.7) (6.8) (9.7) (8.1) (9.7) 1, 1,710 1,40 1,88 1,60,0 1,80,0 (.) (7.7) (8.) (7.) (9.) (8.) (9.) 1,,1 1,900,00,60,46,470,69 (6.9) (9.6) (8.6) (10.4) (10.) (11.1) (11.1) (1.1) 1,81,,10,810,4,080,7,080 (8.) (11.4) (1.6) (10.9) (1.9) (1.) (1.9) 1,40 1,99 1,6,49 1,9,99,1,99 (6.0) (9.0) (7.4) (11.) (8.7) (1.) (9.6) (1.) 1,61,71,0,180,490,640,7,97 (7.) (1.) (9.) (14.) (11.) (16.4) (14.7) (17.9),0,44,64 4,060,9 4,670,89 4,670 (10.6) (1.) (11.9) (18.) (1.) (1.0) (17.) (1.0) 1,91,09,14,60,7 4,0,69 4,0 (8.6) (1.9) (9.7) (16.0) (10.7) (18.1) (1.1) (18.1),1 4,,800,06,08,900 4,060,900 (11.) (19.0) (1.6) (.8) (1.9) (6.6) (18.) (6.6),94,660,60 6,470,77 7,80,49 7,80 (1.) (.) (1.1) (9.1) (17.0) (.8) (4.7) (.8) 1. Allowable loa capacities liste are calculate using an applie safety factor of 4.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea.. Allowable loa capacities are multiplie by reuction factors foun in the Design Criteria section when anchor spacing or ege istances are less than critical istances.. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths. www.powers.com Canaa: (90) 67-79 or (14) 61-416 Powers USA: (800) 4-44 or (914) -600
Power-Bolt PERFORMANCE DATA Ultimate an Allowable Loa Capacities for Carbon an Stainless Steel Power-Bolt in Structural Lightweight Concrete 1,, /8 1/ (1.7) /8 (1.9) /4 Embement 1 (1.8) 1/ (17.0) /4 (69.9) 6 (1.4) (76.) 7 (177.8) Concrete Compressive Strength (f c ),000 psi (0.7 MPa),000 psi (4. MPa) Ultimate Loa Allowable Loa Ultimate Loa Allowable Loa Tension Shear Tension Shear Tension Shear Tension Shear 1,000 1,0 0 80 1,0 1,0 0 80 (4.) (6.8) (1.1) (1.7) (.9) (6.8) (1.) (1.7) 1,10 1,40 80 8 (6.8) (6.9) (1.7) (1.7),160,780 40 69,40,780 810 69 (9.7) (1.) (.4) (.1) (14.6) (1.) (.6) (.1) 4,00 4,980 1,00 1,4 (18.9) (.4) (4.7) (.6),680 4,61 90 1,1 4,90 4,61 1,0 1,1 (16.6) (0.8) (4.1) (.) (.1) (0.8) (.) (.),40 8,70 1,8,18 (4.9) (9.) (6.) (9.8),10 6,840 780 1,710,40 6,840 1,10 1,710 (14.0) (0.8) (.) (7.7) (.6) (0.8) (.9) (7.7) 6,70 14,40 1,68,8 (0.) (64.) (7.6) (16.1),600 8,76 1,400,190 7,880 8,76 1,970,190 (.) (9.4) (6.) (9.9) (.) (9.4) (8.9) (9.9) 9,860 19,740,46 4,9 (44.4) (88.8) (11.1) (.) 1. Tabulate loa values are for anchors installe in san-lightweight concrete. Concrete compressive strength must be at the specifie minimum at the time of installation.. Allowable loa capacities liste are calculate using an applie safety factor of 4.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea.. Linear interpolation may be use to etermine ultimate an allowable loas for intermeiate embements an compressive strengths. Ultimate an Allowable Loa Capacities for Carbon an Stainless Steel Power-Bolt Installe Through Steel Deck into Structural Lightweight Concrete 1,,,4 /8 1/ (1.7) /8 (1.9) /4 Embement 1 (1.8) /4 (76.) Lightweight Concrete over minimum 0 Gage Metal Deck, f c,000 (0.7 MPa) 1-1/" Wie Deck 4-1/" Wie Deck Ultimate Loa Allowable Loa Ultimate Loa Allowable Loa Tension Shear Tension Shear Tension Shear Tension Shear 70,60 180 90 90,60 0 90 (.) (10.6) (0.8) (.7) (4.1) (10.6) (1.0) (.7) 70,740 180 68 1,840,740 460 68 (.) (1.) (0.8) (.1) (8.) (1.) (.1) (.1) 1,640,740 410 68,000 4,400 00 1,100 (7.4) (1.) (1.8) (.1) (9.0) (19.8) (.) (.0),000 4,440 00 1,110 (9.0) (0.0) (.) (.0) 4,960 4,480 1,40 1,10 (.) (0.) (.6) (.0) 1. Tabulate loa values are for anchors installe in san-lightweight concrete over steel eck. Concrete compressive strength must be at the specifie minimum at the time of installation.. Allowable loa capacities liste are calculate using an applie safety factor of 4.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea.. Tabulate loa values are for anchors installe in the center of the flute. Spacing istances shall be in accorance with the spacing table for lightweight concrete liste in the Design Criteria section for Power-Bolt. 4. s are permitte to be installe in the lower or upper flute of the metal eck provie the proper installation proceures are maintaine. Powers USA: (800) 4-44 or (914) -600 Canaa: (90) 67-79 or (14) 61-416 www.powers.com 6
PERFORMANCE DATA Ultimate an Allowable Loa Capacities for Power-Bolt in Grout-Fille Concrete Masonry 1,,,4 /8 1/ (1.7) /8 (1.9) /4 Embe. Ege En f m 1,00 psi (10.4 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear 1 1/8 /4 /4 1,1 1,18 4 (8.6) (9.) (9.) (.) (.) (1.1) (1.1) /4 1,760 1,18 0 (1.4) (9.) (7.9) (.) (1.6) (1.1) /8 /8 1,98,06 9 61 (14.9) (14.9) (8.9) (1.8) (1.8) (.8) 1/ 7 7/8 /8,10,06 4 61 (00.0) (14.9) (1.8) (1.9) (.8) 7 1/ 7 1/,4,60 48 1,10 (190.) (190.) (11.0) (.4) (.) (.1) 4 10 1/ 7 1/,690,60 40 1,10 (101.6) (66.7) (190.) (1.1) (.4) (.4) (.1) /4 9 /8 9 /8,60 9,000 10 1,800 (69.9) (8.1) (8.1) (11.) (40.) (.) (8.1) 1 1/8 9 /8,97 9,000 9 1,800 (17.0) (.4) (8.1) (1.4) (40.) (.7) (8.1) 11 11,4 9,870 670 1,97 (76.) (8.8) (8.8) (1.0) (44.4) (.0) (8.9) 1 /4 11 4,0 9,870 80 1,97 (17.0) (400.1) (8.8) (44.4) (.8) (8.9) 1. Tabulate loa values are for carbon steel an stainless steel anchors installe in minimum 6-inch wie, minimum Grae N,Type II, lightweight, meium-weight or normal-weight concrete masonry units conforming toastm C 90. Mortar must be minimumtype N. Masonry cells may be groute. Masonry compressive strength must be at the specifie minimum at the time of installation (f'm 1,00 psi).. Allowable loa capacities liste are calculate using an applie safety factor of.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea.. Linear interpolation may be use to etermine ultimate an allowable loas for intermeiate embement epths. 4. The tabulate values are for anchors installe at a minimum of 1 anchor iameters on center for 100 percent capacity. Spacing istances may be reuce to 6 anchor iameters on center provie the capacities are reuce by 0 percent. Linear interpolation may be use for intermeiate spacing. Ultimate an Allowable Loa Capacities for Power-Bolt in Hollow Concrete Masonry 1,,,4, /8 1/ (1.7) Embe. Ege En f m 1,00 psi (10.4 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear 7/8 /4 /4 600 76 10 1 (.) (9.) (9.) (.7) (.4) (0.) (0.7) 1 /4 8 8 1,0 16 10 (1.8) (9.) (0.) (.7) (4.8) (0.7) (0.9) 1 1/ /4 1 1,10 1,0 4 (8.1) (9.) (04.8) (.1) (.) (1.0) (1.1) 1 1 8 1,60,10 70 40 (1.8) (04.8) (0.) (6.1) (9.7) (1.) (1.9) 1 1/ 1 1 1,470,600 9 0 (8.1) (04.8) (04.8) (6.6) (11.7) (1.) (.) 1 1 8,60,10 90 40 (1.8) (04.8) (0.) (11.) (9.7) (.4) (1.9) 1 1/ 1 1,60,8 10 67 (8.1) (04.8) (04.8) (11.) (1.) (.) (.0) 1. Tabulate loa values are for carbon steel an stainless steel anchors installe in minimum 6-inch wie, minimum Grae N,Type II, lightweight, meium-weight or normal-weight concrete masonry units conforming toastm C 90. Mortar must be minimumtype N. Masonry cells may be groute. Masonry compressive strength must be at the specifie minimum at the time of installation (f'm 1,00 psi).. Allowable loa capacities liste are calculate using an applie safety factor of.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea.. Linear interpolation may be use to etermine ultimate an allowable loas for intermeiate embement epths. 4. The tabulate values are for anchors installe at a minimum of 16 anchor iameters on center for 100 percent capacity. Spacing istances may be reuce to 8 anchor iameters on center provie the capacities are reuce by 0 percent. Linear interpolation may be use for intermeiate spacing.. s length shall be of suitable length for the concrete masonry unit wall thickness an consieration of a fixture to engage the base material at the minimum embement epth. 7 www.powers.com Canaa: (90) 67-79 or (14) 61-416 Powers USA: (800) 4-44 or (914) -600
Power-Bolt PERFORMANCE DATA Ultimate an Allowable Loa Capacities for Power-Bolt in Clay Brick Masonry 1,, Dia. M Embe. M Ege M En M Spacing Structural Brick Masonry f m 1,00 psi (10.4 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear 7/8 (.) 1 1/ (8.1) 8 (0.) 4 (101.6) 6 (1.4) 1,090 1,160 0 0 (4.9) (.) (1.0) (1.0) 1,4 1,6 90 (6.6) (.7) (1.) (1.1) /8 1/ (1.7) 1 (04.8) 6 (1.4) 8 (0.) 8 (0.) 10 (4.0),01,6 40 70 (9.1) (16.) (1.8) (.),110 4,8 60 91 (14.0) (0.6) (.8) (4.1) /8 (1.9) /4 /4 (69.9) (76.) 16 (406.4) 10 (4.0) 1 (04.8) 1 (04.8) 16 (406.4) 4,,470 90 1,09 (0.4) (4.6) (4.1) (4.9),90 6,770 1,18 1, (6.7) (0.) (.) (6.1) DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Combine Loaing For anchors loae in both shear an tension, the combination of loas shoul be proportione as follows: Where: Nu = Applie Service Tension Loa Nu Vu Nu Vu ( Nn ) + ( Vn ) 1 Nn = Allowable Tension Loa OR ( Nn ) + ( Vn ) 1 Vu = Applie Service Shear Loa Vn = Allowable Shear Loa Loa Ajustment Factors for Spacing an Ege s 1 Installe in Normal-Weight Concrete Critical Critical Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr =.0hv F NS = F VS = 1.0 s min = hv F NS = F VS = 0.0 Ege (c) 1. Tabulate loa values are for anchors installe in multiple wythe, minimum Grae SW, soli clay brick masonry walls conforming to ASTM C 6. Mortar must be minimum Type N. Masonry compressive strength must be at the specifie minimum at the time of installation (f'm 1,00 psi).. Allowable loa capacities liste are calculate using an applie safety factor of.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea.. Spacing between anchors may be reuce to half the liste istances provie the capacities are reuce by 0 percent. Linear interpolation may be use for intermeiate spacing. Tension c cr = 1 FNC = 1.0 c min = FNC = 0.70 Shear c cr = 1 FVC = 1.0 c min = FVC = 0. Installe in Lightweight Concrete Critical Critical Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr =.0hv F NS = F VS = 1.0 s min = F NS = F VS = 0.0 Ege (c) Tension c cr = 1 FNC = 1.0 c min = FNC = 0.80 Shear c cr = 1 FVC = 1.0 c min = FVC = 0.40 1.Allowable loa values foun in the performance ata tables are multiplie by reuction factors when anchor spacing or ege istances are less than critical istances. Linear interpolation is allowe for intermeiate anchor spacing an ege istances between critical an minimum istances.when an anchor is affecte by both reuce spacing an ege istance, the spacing an ege reuction factors must be combine (multiplie). Multiple reuction factors for anchor spacing an ege istance may be require epening on the anchor group configuration. Powers USA: (800) 4-44 or (914) -600 Canaa: (90) 67-79 or (14) 61-416 www.powers.com 8
DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Loa Ajustment Factors for Normal-Weight Concrete Spacing, Tension (F N S) & Shear (F V S) Dia. () /8 1/ /8 /4 hv () 1 1 /4 1/ 1/ /4 4 6 4 1/ 7 s cr () 1/ 4 7 7 10 1/ 8 1 6 9 14 s min () 1 1 /4 1/ 1/ 1/ /4 4 6 41/ 7 1 0.0 1 /4 0.70 0.0 0.80 0.7 0.0 1.00 0.71 0.0 0.6 0.0 0.0 /4 0.79 0. 0.69 0. 0. 0.0 0.86 0.60 0.7 0.60 0.60 0. 0.0 1/ 1.00 0.70 0.88 0.70 0.0 0.70 0.0 0.64 0.8 4 0.80 1.00 0.80 0.7 0.80 0.7 0.7 0.0 0.67 4 1/ 0.90 0.90 0.64 0.90 0.64 0.8 0.6 0.7 0.0 1.00 1.00 0.71 1.00 0.71 0.0 0.91 0.6 0.8 0.6 1/ 0.79 0.79 0. 1.00 0.69 0.9 0.61 6 0.86 0.86 0.60 0.7 0.0 1.00 0.67 7 1.00 1.00 0.70 0.88 0.8 0.78 0.0 8 0.80 1.00 0.67 0.89 0.7 9 0.90 0.7 1.00 0.64 10 1.00 0.8 0.71 1 1.00 0.86 14 1.00 Spacing, s (inches) Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to embement epths ( ) at which the anchor achieves 100% of loa. spacing (s min) is equal to 1 embement epth () at which the anchor achieves 0% of loa. Ege, Tension (F N C) Dia. () /8 1/ /8 /4 c cr () 4 1/ 6 7 1/ 9 c min () 1 1 7/8 1/8 /4 1 0.70 1 /8 0.76 1 7/8 0.81 0.70 0.8 0.71 0.91 0.77 0.70 1.00 0.8 0.74 1/8 0.84 0.7 0.70 /4 0.91 0.81 0.74 0.70 4 0.94 0.8 0.76 0.71 4 1/ 1.00 0.87 0.79 0.74 0.91 0.8 0.77 6 1.00 0.90 0.8 6 0.91 0.84 7 0.97 0.89 7 1/ 1.00 0.91 8 0.94 9 1.00 Ege, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. ege istance (c min) is equal to anchor iameters () at which the anchor achieves 70% of loa. Ege, Shear (F V C) Dia. () /8 1/ /8 /4 c cr () 4 1/ 6 7 1/ 9 c min () 1 1 7/8 1/8 /4 1 0. 1 /8 0.49 1 7/8 0.8 0. 0.6 0.8 0.81 0.0 0. 1.00 0.6 0.44 1/8 0.66 0.47 0. /4 0.81 0.8 0.44 0. 4 0.88 0.6 0.48 0.8 4 1/ 1.00 0.7 0. 0.44 0.81 0.6 0.0 6 1.00 0.78 0.6 6 0.81 0.66 7 0.9 0.7 7 1/ 1.00 0.81 8 0.88 9 1.00 Ege, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. ege istance (c min) is equal to anchor iameters () at which the anchor achieves % of loa. 9 www.powers.com Canaa: (90) 67-79 or (14) 61-416 Powers USA: (800) 4-44 or (914) -600
DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Loa Ajustment Factors for Lightweight Concrete Spacing, Tension (F N S) & Shear (F V S) Dia. () /8 1/ /8 /4 hv () 1 1 /4 1/ 1/ /4 4 6 4 1/ 7 s cr () 1/ 4 7 7 10 1/ 8 1 6 9 14 s min () 1 1 /4 1/ 1/ 1/ /4 4 6 41/ 7 1 0.0 1 /4 0.70 0.0 0.80 0.7 0.0 1.00 0.71 0.0 0.6 0.0 0.0 /4 0.79 0. 0.69 0. 0. 0.0 0.86 0.60 0.7 0.60 0.60 0. 0.0 1/ 1.00 0.70 0.88 0.70 0.0 0.70 0.0 0.64 0.8 4 0.80 1.00 0.80 0.7 0.80 0.7 0.7 0.0 0.67 4 1/ 0.90 0.90 0.64 0.90 0.64 0.8 0.6 0.7 0.0 1.00 1.00 0.71 1.00 0.71 0.0 0.91 0.6 0.8 0.6 1/ 0.79 0.79 0. 1.00 0.69 0.9 0.61 6 0.86 0.86 0.60 0.7 0.0 1.00 0.67 7 1.00 1.00 0.70 0.88 0.8 0.78 0.0 8 0.80 1.00 0.67 0.89 0.7 9 0.90 0.7 1.00 0.64 10 1.00 0.8 0.71 1 1.00 0.86 14 1.00 Spacing, s (inches) Power-Bolt Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to embement epths ( hv) at which the anchor achieves 100% of loa. spacing (s min) is equal to 1 embement epth () at which the anchor achieves 0% of loa. Ege, Tension (F N C) Dia. () /8 1/ /8 /4 c cr () 4 1/ 6 7 1/ 9 c min () 1 1 7/8 1/8 /4 1 0.80 1 /8 0.84 1 7/8 0.87 0.80 0.89 0.81 0.94 0.8 0.80 1.00 0.89 0.8 1/8 0.90 0.84 0.80 /4 0.94 0.87 0.8 0.80 4 0.96 0.89 0.84 0.81 4 1/ 1.00 0.91 0.86 0.8 0.94 0.89 0.8 6 1.00 0.9 0.89 6 0.94 0.90 7 0.98 0.9 7 1/ 1.00 0.94 8 0.96 9 1.00 Ege, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. ege istance (c min) is equal to anchor iameters () at which the anchor achieves 80% of loa. Ege, Shear (F V C) Dia. () /8 1/ /8 /4 c cr () 4 1/ 6 7 1/ 9 c min () 1 1 7/8 1/8 /4 1 0.40 1 /8 0. 1 7/8 0.61 0.40 0.66 0.4 0.8 0.4 0.40 1.00 0.66 0.49 1/8 0.69 0.1 0.40 /4 0.8 0.61 0.49 0.40 4 0.89 0.66 0. 0.4 4 1/ 1.00 0.74 0.9 0.49 0.8 0.66 0.4 6 1.00 0.79 0.66 6 0.8 0.69 7 0.9 0.77 7 1/ 1.00 0.8 8 0.89 9 1.00 Ege, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. ege istance (c min) is equal to anchor iameters () at which the anchor achieves 40% of loa. Powers USA: (800) 4-44 or (914) -600 Canaa: (90) 67-79 or (14) 61-416 www.powers.com 10
ORDERING INFORMATION Carbon Steel Hex Hea Power-Bolt Cat. No. Size Drill Dia. M Embe. St. Box St. Carton Wt./100 6900 " x 1" " 7/8" 100 600 690 " x 1 /4" " 1-" 100 600 6906 " x " " 1-" 100 600 6907 /16" x 1 /4" /16" 1-1/" 100 600 6908 /16" x " /16" 1-1/" 0 00 6 6909 /16" x 1/" /16" 1-1/" 0 00 8 6911* /8" x 1 7/8" /8" 1-" 0 00 6 6910 /8" x " /8" " 0 00 8 691 /8" x " /8" " 0 00 11 6914 /8" x 1/" /8" " 0 00 1 6916 /8" x 4" /8" " 0 00 14 690 1/" x /4" 1/" -1/" 0 00 16 69" x /4" 1/" -1/" 10 1 694 1/" x 4 /4" 1/" -1/" 10 6 696 1/" x /4" 1/" -1/" 10 6940 /8" x " /8" -/4" 0 10 8 694 /8" x 4" /8" -/4" 1 90 40 6944 /8" x " /8" -/4" 1 90 47 694 /8" x 6" /8" -/4" 1 90 7 6947 /8" x 8 1/" /8" -/4" 10 40 77 690 /4" x " /4" " 1 90 47 69 /4" x 4 " /4" " 10 60 8 694 /4" x " /4" " 10 60 70 696 /4" x 7 " /4" " 10 40 10 697 /4" x 8 " /4" " 10 40 110 The publishe length is measure from below the washer to the en of the anchor. *This size oes not have a compression ring. Carbon Steel Flat Hea Power-Bolt Cat. No. Size Drill Dia. M Embe. St. Box St. Carton Wt./100 6981 /8" x /4" /8" " 0 00 14 698 /8" x " /8" " 0 00 17 698 /8" x 6" /8" " 0 00 0 6984 1/" x " 1/" -1/" 10 6 6987 /8" x 1/" /8" -/4" 1 90 7 The publishe length is the overall length of the anchor. The flat hea Power-Bolt anchor has a hex key insert forme in the hea of the bolt. Each box contains an Allen wrench which matches the insert size. Stainless Steel Hex Hea Power-Bolt Cat. No. Size Drill Dia. M Embe. St. Box St. Carton Wt./100 90 " x 1 /4" " 1-" 100 600 906 " x " " 1-" 100 600 910 /8" x " /8" " 0 00 10 914 /8" x 1/" /8" " 0 00 1 916 /8" x 4" /8" " 0 00 14 90 1/" x /4" 1/" -1/" 0 00 16 94 1/" x 4 /4" 1/" -1/" 10 6 The publishe length is measure from below the washer to the en of the anchor. 011 Powers Fasteners, Inc. All Rights Reserve. Power-Bolt is a traemark of Powers Fasteners, Inc. For the most current prouct information please visit www.powers.com. 11 www.powers.com Canaa: (90) 67-79 or (14) 61-416 Powers USA: (800) 4-44 or (914) -600