General Information General Information Power-Bolt Heavy-Duty Sleeve Prouct 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. General Applications an Uses Column Base Plates an Mechanical Equipment Feature an Benefits + + High loa capacity + + Two-level expansion mechanism + + Internal high strength bolt is removable an reusable Dock Bumpers an Support Legers Racking an Railing Attachments + + Compression zone in sleeve clamps fixture to the base material + + Low profile finishe hea esign Approvals An Listings Teste in accorance with ASTM E4 an AC01 criteria Unerwriters Laboratories (UL Liste) File o. EX9 (See listing for sizes) Section contents General Information...1 Installation Specifications... Material Specifications...3 Performance Data...4 Design Criteria (Allowable Stress Design)...7 Orering Information...10 Hex hea Power-Bolt assembly flat hea power-bolt assembly Hea styles Finishe Hex Hea Flat Hea ACHOR MATERIALS Zinc Plate Carbon Steel (Flat Hea) Type 304 Stainless Steel (Hex Hea) ACHOR SIZE RAGE (TYP.) " iameter through 5/" iameter SUITABLE BASE MATERIALS ormal-weight concrete Lightweight concrete Groute Concrete Masonry (CMU) Hollow CMU Brick Masonry Stone Guie Specifications CSI Divisions: 03 16 00 - Concrete s, 04 05 19.16 - Masonry s, an 05 05 19 - Post-Installe Concrete s. Expansion anchors shall be Power-Bolt as supplie by Powers Fasteners, Inc., Brewster, Y. TECH MAUAL 015 POWERS olume 1 9/015 rev. e www.powers.com 1
Installation Specifications Installation Specifications Carbon Steel Flat Hea Power-Bolt (0 hea), Dimension 3/" 1/" 5/" ASI Drill Bit Size, bit () 3/ 1/ 5/ Fixture Clearance Hole, h () 7/16 9/16 11/16 Internal Bolt Size (UC) 5/16-1 3/-16 1/-13 Hea Height () 15/64 1/64 Hea, h () 3/4 7/ 1-1/ Allen Wrench Size () 7/3 5/16 3/ Max Bolt Torque, Tmax (ft-lbs) 5 45 100 Stainless Steel Hex Hea Power-Bolt, Dimension " 3/" 1/" ASI Drill Bit Size, bit () 3/ 1/ Fixture Clearance Hole, h () 5/16 7/16 9/16 Internal Bolt Size (UC) 10-4 5/16-1 3/-16 Hea Height () 7/64 13/64 15/64 Washer O.D., w () 1/ 13/16 1 Wrench Size () 5/16 1/ 9/16 Max Bolt Torque, Tmax (ft-lbs) 3 5 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 ASI Stanar B.15. 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 3 to 4 turns past finger tight. TECH MAUAL 015 POWERS olume 1 9/015 rev. e l h v f w bit h t l h v f h bit h t omenclature = of anchor bit = of rill bit h = of fixture clearance hole h = Flat Hea of w = of washer h = Base material thickness. The minimum value of h shoul be 1.5 or 3" whichever is greater = embement epth l = Overall length of anchor t = Fixture thickness www.powers.com
Material Specifications Material Specifications Component Carbon Steel Flat Hea Stainless Steel Hex Hea Internal Bolt SAE Grae 5 **Type 304 SS Washer /A Type 1- SS Expaner Sleeve AISI 1010 Type 304 SS Extension Sleeve AISI 1010 Type 304 SS Expaner Cone AISI L14 Type 303 SS Compression Ring ylon ylon Dust Cap ylon ylon Zinc Plating ASTM B 633, SC1, Type III (Fe/Zn 5) Mil Service Conition /A ** Manufacture with a minimum yiel strength of 65,000 psi. Stainless steel anchor components are passivate. The stainless steel expaner cone is zinc plate. washer bolt extension sleeve compression ring flat hea bolt hex insert extension sleeve compression ring Length Ientification (Threae ersion) length iameter length iameter ust cover expaner cone expaner sleeve ust cover expaner cone expaner sleeve Mark t n A B C D E F G H I From 1/" 1" 1-1/" " " 3" 3-1/" 4" 4-1/" 5" 5-1/" Up to but not incluing 1" 1-1/" " " 3" 3-1/" 4" 4-1/" 5" 5-1/" 6" TECH MAUAL 015 POWERS olume 1 9/015 rev. e www.powers.com 3
Performance Data Performance Data Ultimate Loa Capacities for Carbon an Stainless Steel Power-Bolt in ormal-weight Concrete 1, 3/ 1/ (.7) 5/ Embement (31.) 1-3/4 (44.5) (50.) 3-1/ (.9) 3-1/ (.9) 5 (7.0) -3/4 (69.9) 4 (101.6) Concrete Compressive Strength (f c),000 psi (13. MPa) 3,000 psi (0.7 MPa) 4,000 psi (7.6 MPa) 6,000 psi (41.4 MPa) 945 (4.) 10 (5.0) 1505 (6.7) 3,500 (15.) 3,00 (17.1) 4,395 (19.) 4,900 (.1) 6,140 (7.6) 7,60 (3.7) 5,360 (4.1) 6,460 (9.1) 1655 (7.4) 1655 (7.4) 1655 (7.4) 3,95 (17.9) 4,30 (19.7) 4,90 (.4) 6,40 (30.),540 (3.4) 10,140 (45.6) 7,970 (35.9) 10,60 (4.9) 1105 (4.9) 40 1550 (6.9) 4,045 (1.) 4,330 (19.5) 5,195 (3.4) 5,710 (5.7) 7,590 (34.),40 (3.) 6,535 (9.4),10 (36.9) 160 (7.5) 145 (.) 15 5,05 (3.4) 5,770 (6.0) 6,15 (30.7) 7,535 (33.9) 9,00 (41.4) 11,30 (50.5) 9,970 (44.9),710 (57.) 65 (5.6) 1360 (6.0) 1600 (7.1) 4,55 (0.6) 4,55 (1.) 5,995 (7.0) 6,50 (9.3) 9,040 (40.7) 9,700 (43.7) 7,705 (34.7) 9,960 (44.) 1705 (7.6) 030 710 (.1) 6,45 (.9) 7,160 (3.),650 (3.9),5 (37.0) 9,60 (44.4),30 (55.4) 11,970 (53.9) 14,560 (65.5) 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. 1330 (5.9) 1490 (6.6) 160 (7.5) 5,915 (6.6) 6,665 (30.0) 7,150 (3.) 7,30 (3.9) 9,90 (44.5) 10,935 (49.),490 (3.) 13,110 (59.0) 1705 (7.6) 030 710 (.1) 7,440 (33.5) 7,960 (35.),650 (3.9),5 (37.0) 10,70 (4.5),315 (55.4) 11,970 (53.9) 15,900 (71.6) Allowable Loa Capacities for Carbon an Stainless Steel Power-Bolt in ormal-weight Concrete 1,,3 TECH MAUAL 015 POWERS olume 1 9/015 rev. e 3/ 1/ (.7) 5/ Embement (31.) 1-3/4 (44.5) (50.) 3-1/ (.9) 3-1/ (.9) 5 (7.0) -3/4 (69.9) 4 (101.6) Concrete Compressive Strength (f c),000 psi (13. MPa) 3,000 psi (0.7 MPa) 4,000 psi (7.6 MPa) 6,000 psi (41.4 MPa) 35 (1.0) 0 (1.) 375 75 (3.9) 950 (4.3) 1,100 (5.0) 1,5 1,535 (6.9) 1,15 (.) 1,340 (6.0) 1,615 (7.3) 415 (1.) 415 (1.) 415 (1.) 995 (4.5) 1,095 (4.9) 1,45 (5.6) 1,710 (7.7),135 (9.6),535 (11.4) 1,995,715 (.) 75 (1.) 310 (1.4) 390 1,010 (4.5) 1,00 (4.9) 1,300 (5.9) 1,430 1,900 (.6),0 1,635 (7.4),055 (9.) 40 460 (.0) 545 (.4) 1,300 (5.9) 1,445 (6.5) 1,705 (7.7) 1,5 (.5),300 (10.4),10 (.6),495 (11.) 3,10 (14.3) 315 (1.4) 340 (1.5) 400 (1.) 1,145 (5.) 1,15 1,500 (6.) 1,630 (7.3),60 (10.),45 (10.9) 1,95 (.7),490 (11.) 45 510 (.3) 60 (3.0) 1,605 (7.) 1,790 (.1),165,055 (9.),465 (11.1) 3,00 (13.9),995 (13.5) 3,640 (16.4) 335 (1.5) 375 40 1,40 (6.7) 1,665 (7.5) 1,790 (.1) 1,30 (.),470 (11.1),735 (.3),5 (9.6) 3,75 (14.7) 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 when anchor spacing or ege istances are less than critical istances. 3. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths. 45 510 (.3) 60 (3.0) 1,60 (.4) 1,990,165,055 (9.),695 (.1) 3,00 (13.9),995 (13.5) 3,975 (17.9) 4 www.powers.com
Performance Data Ultimate an Allowable Loa Capacities for Carbon an Stainless Steel Power-Bolt in Structural Lightweight Concrete 1,,3 3/ 1/ (.7) 5/ Embement (31.) (50.) (50.) 3-1/ (.9) 5 (7.0) -3/4 (69.9) 1,000 (4.5) 1,510 (6.),160 4,00 3,60 (16.6) 5,540 (4.9) 3,0 (14.0) Concrete Compressive Strength (f c) 3,000 psi (0.7 MPa) 5,000 psi (34.5 MPa) Ultimate Loa Allowable Loa Ultimate Loa Allowable Loa 1,50 (6.) 1,540 (6.9),70 (.5) 4,90 (.4) 4,615 (0.),730 (39.3) 6,40 (30.) 50 30 540 (.4) 1,050 (4.7) 90 (4.1) 1,35 (6.) 70 (3.5) 30 35 695 (3.1) 1,45 (5.6) 1,155 (5.),15 (9.) 1,710 (7.7) 1,30 (5.9) 1,50 (6.) 330 (1.5) 30 3,40 (14.6),70 (.5) 10 (3.6) 695 (3.1) 4,90 (.1) 4,615 (0.) 1,30 1,155 (5.) 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. 3. Linear interpolation may be use to etermine ultimate an allowable loas for intermeiate embements an compressive strengths. 5,40 (3.6) Ultimate an Allowable Loa Capacities for Carbon an Stainless Steel Power-Bolt Installe Through Steel Deck into Structural Lightweight Concrete 1,,3,4 3/ 1/ (.7) 5/ Embement (31.) (50.) -3/4 (.9) 70 (3.) 70 (3.) 1,640 (7.4) 6,40 (30.) 1,310 (5.9) Lightweight Concrete over minimum 0 Gage Metal Deck, f c 3,000 (0.7 MPa) 1-1/" Wie Deck 4-1/" Wie Deck Ultimate Loa Allowable Loa Ultimate Loa Allowable Loa,360 (10.6),740 (.3),740 (.3) 10 (0.) 10 (0.) 410 (1.) 590 (.7) 65 (3.1) 65 (3.1) 90 (4.1) 1,40 (.3),000,000,360 (10.6),740 (.3) 4,400 (19.) 4,440 (0.0) 30 (1.0) 460 (.1) 500 (.3) 500 (.3) 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. 3. 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. 4. s are permitte to be installe in the lower or upper flute of the steel eck provie the proper installation proceures are maintaine. 1,710 (7.7) 590 (.7) 65 (3.1) 1,100 (5.0) 1,110 (5.0) TECH MAUAL 015 POWERS olume 1 9/015 rev. e www.powers.com 5
Performance Data Ultimate an Allowable Loa Capacities for Power-Bolt in Grout-Fille Concrete Masonry 1,,3,4 3/ 1/ (.7) 5/ Embe. 1-1/ (.6) (50.) 3-1/ (.9) 4 (101.6) -3/4 (69.9) 5 (7.0) Ege 5- (133.4) 5-5/ (14.9) 7-7/ (00.0) 7-1/ (190.5) 10-1/ (66.7) 9-3/ (3.1) 13-1/ (333.4) En 5-5/ (14.9) 5-5/ (14.9) 7-1/ (190.5) 7-1/ (190.5) 9-3/ (3.1) 9-3/ (3.1) Ultimate Loa 1,15 1,760 (7.9) 1,95 (.9),0,435 (11.0),690 (.1),560 (11.5),975 (13.4) f m 1,500 psi (10.4 MPa) 1,15 (5.3) 1,15 (5.3) 3,065 (13.) 3,065 (13.) 5,650 (5.4) 5,650 (5.4) 9,000 (40.5) 9,000 (40.5) Allowable Loa 45 350 (1.6) 395 (1.) 45 45 (.) 540 (.4) 510 (.3) 595 (.7) 35 35 615 (.) 615 (.) 1,130 (5.1) 1,130 (5.1) 1,00 (.1) 1,00 (.1) 1. Tabulate loa values are for carbon steel an stainless steel anchors installe in minimum 6-inch wie, minimum Grae, Type II, lightweight, meium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type. Masonry cells may be groute. Masonry compressive strength must be at the specifie minimum at the time of installation (f m 1,500 psi).. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea. 3. 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 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 50 percent. Linear interpolation may be use for intermeiate spacing. En (Typ) Ege (Typ) Ultimate an Allowable Loa Capacities for Power-Bolt in Hollow Concrete Masonry 1,,3,4,5 TECH MAUAL 015 POWERS olume 1 9/015 rev. e 3/ 1/ (.7) Embe. 7/ (.) (31.) 1-1/ (3.1) (31.) 1-1/ (3.1) (31.) 1-1/ (3.1) Ege (304.) (304.) (304.) (304.) En (03.) (304.) (03.) (304.) (03.) (304.) Ultimate Loa 600 (.7) 5 (3.7) 1,130 (5.1) 1,360 (6.1) 1,470 (6.6),560 (11.5),560 (11.5) f m 1,500 psi (10.4 MPa) 765 (3.4) 1,055 (4.) 1,30,150,600 (11.7),150 3,35 (15.) Allowable Loa 0 (0.5) 165 (0.7) 5 (1.0) 70 (1.) 95 (1.3) 590 (.4) 510 (.3) 155 (0.7) 10 (0.9) 45 430 50 (.3) 430 675 (3.0) 1. Tabulate loa values are for carbon steel an stainless steel anchors installe in minimum 6-inch wie, minimum Grae, Type II, lightweight, meium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type. Masonry cells may be groute. Masonry compressive strength must be at the specifie minimum at the time of installation (f m 1,500 psi).. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea. 3. 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 anchor iameters on center provie the capacities are reuce by 50 percent. Linear interpolation may be use for intermeiate spacing. 5. A suitable anchor length must be selecte which inclue consieration of fixture to engage the base material at the minimum embement epth when anchoring into hollow concrete masonry. (e.g. attachment thickness + embement + one half inch = suitable anchor length) 6 www.powers.com
Design Criteria (Allowable Stress Design) Ultimate an Allowable Loa Capacities for Power-Bolt in Clay Brick Masonry 1,,3 Dia. 3/ 1/ (.7) 5/ M Embe. M Ege 7/ (.) 1-1/ (03.) (3.1) (50.) (304.) -3/4 (69.9) 16 (406.4) M En 4 (101.6) 6 (15.4) (03.) 10 (54.0) M Spacing 6 (15.4) (03.) 10 (54.0) (304.) Structural Brick Masonry f m 1,500 psi (10.4 MPa) Ultimate Loa 1,090 (4.9) 1,455 (6.6),015 (9.1) 3,110 (14.0) 4,535 (0.4) 1,160 (5.) 1,65 (5.7) 3,655 (16.5) 4,55 (0.6) 5,470 (4.6) Allowable Loa 0 (1.0) 90 (1.3) 405 (1.) 60 (.) 905 (4.1) 30 (1.0) 55 730 (3.3) 915 (4.1) 1,095 (4.9) 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. Masonry compressive strength must be at the specifie minimum at the time of installation (f m 1,500 psi).. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 10 or higher may be necessary epening upon the application such as life safety or overhea. 3. Spacing between anchors may be reuce to half the liste istances provie the capacities are reuce by 50 percent. Linear interpolation may be use for intermeiate spacing. Design Criteria (Allowable Stress Design) Combine Loaing For anchors loae in both shear an tension, the combination of loas shoul be proportione as follows: u ( ) ( ) u n + 1 n Where: Loa Ajustment Factors for Spacing an Ege s 1 Installe in ormal-weight Concrete Dimension Loa Type Critical (Full Capacity) Ege (Typ) u = Applie Service Loa n = Allowable Loa u = Applie Service Loa n = Allowable Loa Critical Loa Factor (Reuce Capacity) En (Typ) Loa Factor Spacing (s) an scr =.0h v FS = FS =1.0 smin = h v FS = FS =0.50 ccr = FC = 1.0 cmin = 5 FC = 0.70 Ege (c) ccr = FC = 1.0 cmin = 5 FC = 0.35 Installe in Structural Lightweight Concrete Dimension Loa Type Critical (Full Capacity) Critical Loa Factor (Reuce Capacity) Loa Factor Spacing (s) an scr =.0h v FS = FS =1.0 smin = h v FS = FS =0.50 ccr = FC = 1.0 cmin = 5 FC = 0.0 Ege (c) ccr = FC = 1.0 cmin = 5 FC = 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. TECH MAUAL 015 POWERS olume 1 9/015 rev. e www.powers.com 7
Design Criteria (Allowable Stress Design) Loa Ajustment Factors for ormal-weight Concrete Spacing, (FS) & (FS) Dia. () 3/ 1/ 5/ () 1-3/4 3-1/ 3-1/ 5-3/4 4 6 scr () 3-1/ 5 4 5 7 5 7 10 5-1/ smin () 1-3/4 3-1/ 3-1/ 5-3/4 4 6 0.50 1-3/4 0.70 0.50 0.0 0.57 0.50 1.00 0.71 0.50 0.63 0.50 0.50-3/4 0.79 0.55 0.69 0.55 0.55 0.50 3 0.6 0.60 0.75 0.60 0.60 0.55 3-1/ 1.00 0.70 0. 0.70 0.50 0.70 0.50 0.64 4 0.0 1.00 0.0 0.57 0.0 0.57 0.73 0.50 4-1/ 0.90 0.90 0.64 0.90 0.64 0. 0.56 5 1.00 1.00 0.71 1.00 0.71 0.50 0.91 0.63 5-1/ 0.79 0.79 0.55 1.00 0.69 6 0.6 0.6 0.60 0.75 0.50 7 1.00 1.00 0.70 0. 0.5 0.0 1.00 0.67 9 0.90 0.75 10 1.00 0.3 1.00 14 Spacing, s (inches) otes: For anchors loae in tension an shear, the critical spacing (scr) is equal to embement epths () at which the anchor achieves 100% of loa. spacing (smin) is equal to 1 embement epth () at which the anchor achieves 50% of loa. S Ege, c (inches) Ege, (FC) Dia. () 3/ 1/ 5/ ccr () 3 4-1/ 6 7-1/ cmin () 1-7/ 3-1/ 0.70 1-5/ 0.76 1-7/ 0.1 0.70 0.3 0.71 0.91 0.77 0.70 3 1.00 0.3 0.74 3-1/ 0.4 0.75 0.70 0.91 0.1 0.74 4 0.94 0.3 0.76 4-1/ 1.00 0.7 0.79 5 0.91 0.3 6 1.00 0.90 6-0.91 7 0.97 7-1/ 1.00 9 otes: For anchors loae in tension, the critical ege istance (ccr) is equal to anchor iameters () at which the anchor achieves 100% of loa. ege istance (cmin) is equal to 5 anchor iameters (5) at which the anchor achieves 70% of loa. C TECH MAUAL 015 POWERS olume 1 9/015 rev. e Ege, c (inches) Ege, (FC) Dia. () 3/ 1/ 5/ ccr () 3 4-1/ 6 7-1/ cmin () 1-7/ 3-1/ 0.35 1-5/ 0.49 1-7/ 0.5 0.35 0.63 0.3 0.1 0.50 0.35 3 1.00 0.63 0.44 3-1/ 0.66 0.47 0.35 0.1 0.5 0.44 4 0. 0.63 0.4 4-1/ 1.00 0.7 0.55 5 0.1 0.63 6 1.00 0.7 6-0.1 7 0.93 7-1/ 1.00 9 otes: For anchors loae in shear, the critical ege istance (ccr) is equal to anchor iameters () at which the anchor achieves 100% of loa. ege istance (cmin) is equal to 5 anchor iameters (5) at which the anchor achieves 35% of loa. C www.powers.com
Design Criteria (Allowable Stress Design) Loa Ajustment Factors for Lightweight Concrete Spacing, (FS) & (FS) Dia. () 3/ 1/ 5/ () 1-3/4 3-1/ 3-1/ 5-3/4 4 6 scr () 3-1/ 5 4 5 7 5 7 10 5-1/ smin () 1-3/4 3-1/ 3-1/ 5-3/4 4 6 0.50 1-3/4 0.70 0.50 0.0 0.57 0.50 1.00 0.71 0.50 0.63 0.50 0.50-3/4 0.79 0.55 0.69 0.55 0.55 0.50 3 0.6 0.60 0.75 0.60 0.60 0.55 3-1/ 1.00 0.70 0. 0.70 0.50 0.70 0.50 0.64 4 0.0 1.00 0.0 0.57 0.0 0.57 0.73 0.50 4-1/ 0.90 0.90 0.64 0.90 0.64 0. 0.56 5 1.00 1.00 0.71 1.00 0.71 0.50 0.91 0.63 5-1/ 0.79 0.79 0.55 1.00 0.69 6 0.6 0.6 0.60 0.75 0.50 7 1.00 1.00 0.70 0. 0.5 0.0 1.00 0.67 9 0.90 0.75 10 1.00 0.3 1.00 14 Spacing, s (inches) Ege, c (inches) Ege, c (inches) Ege, (FC) Dia. () 3/ 1/ 5/ ccr () 3 4-1/ 6 7-1/ cmin () 1-7/ 3-1/ 0.0 1-5/ 0.4 1-7/ 0.7 0.0 0.9 0.1 0.94 0.5 0.0 3 1.00 0.9 0.3 3-1/ 0.90 0.4 0.0 0.94 0.7 0.3 4 0.96 0.9 0.4 4-1/ 1.00 0.91 0.6 5 0.94 0.9 6 1.00 0.93 6-0.94 7 0.9 7-1/ 1.00 9 Ege, (FC) Dia. () 3/ 1/ 5/ ccr () 3 4-1/ 6 7-1/ cmin () 1-7/ 3-1/ 0.40 1-5/ 0.53 1-7/ 0.61 0.40 0.66 0.43 0.3 0.54 0.40 3 1.00 0.66 0.49 3-1/ 0.69 0.51 0.40 0.3 0.61 0.49 4 0.9 0.66 0.5 4-1/ 1.00 0.74 0.59 5 0.3 0.66 6 1.00 0.79 6-0.3 7 0.93 7-1/ 1.00 9 otes: For anchors loae in tension an shear, the critical spacing (scr) is equal to embement epths () at which the anchor achieves 100% of loa. spacing (smin) is equal to 1 embement epth () at which the anchor achieves 50% of loa. S otes: For anchors loae in tension, the critical ege istance (ccr) is equal to anchor iameters () at which the anchor achieves 100% of loa. ege istance (cmin) is equal to 5 anchor iameters (5) at which the anchor achieves 0% of loa. otes: For anchors loae in shear, the critical ege istance (ccr) is equal to anchor iameters () at which the anchor achieves 100% of loa. ege istance (cmin) is equal to 5 anchor iameters (5) at which the anchor achieves 40% of loa. C C TECH MAUAL 015 POWERS olume 1 9/015 rev. e www.powers.com 9
Orering Information Orering Information Carbon Steel Flat Hea Power-Bolt Cat.o. Size Drill Dia. M Embe. St. Box St. Carton Wt./100 691 3/" x " 3/" " 50 300 14 69 3/" x 5" 3/" " 50 300 17 693 3/" x 6" 3/" " 50 300 0 694 1/" x 5" 1/" " 5 150 6 697 5/" x 5-1/" 5/" -3/4" 15 90 57 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.o. Size Drill Dia. M Embe. St. Box St. Carton Wt./100 590 " x 1-3/4" " " 100 600 3 5906 " x 3" " " 100 600 5 5910 3/" x -" 3/" " 50 300 10 5914 3/" x 3-1/" 3/" " 50 300 5916 3/" x 4" 3/" " 50 300 14 5930 1/" x -3/4" 1/" " 50 00 16 5934 1/" x 4-3/4" 1/" " 5 150 6 The publishe length is measure from below the washer to the en of the anchor. TECH MAUAL 015 POWERS olume 1 9/015 rev. e 10 www.powers.com