SPECIFICATION & DESIGN MANUAL

Transcription

1 Wege-Bolt Screw PRODUCT DESCRIPTION The Wege-Bolt anchor is a one piece, heavy uty anchor with a finishe hex hea. It is easy to ientify, removable an vibration resistant. The Wege-Bolt screw anchor has many unique features an benefits that make it well suite for almost every application. Optimum performance is obtaine using a combination of patente esign concepts. The steel threas along the anchor boy self tap into the hole uring installation an provie positive engagement. The benefit to the esigner is higher loa capacities, while the benefit to the user is ease of installation. The Wege-Bolt can be easily installe with either an impact wrench or conventional han socket. Wege-Bolt Wege-Bolt screw anchors are esigne to be use with a matche tolerance Wege-Bit for optimum performance. The Wege-Bolt works in fixture clearance holes that are 1/16" over nominal, which is typical of stanar fixture holes use in steel fabrication. Wege-Bolt OT The Wege-Bolt OT is specifically engineere for use in base plates with holes that are larger than the normal 1/16" over nominal. Fixture clearance holes nee to be size a minimum of 1/8" over nominal. The Wege-Bolt OT must be installe with an ANSI rotary rill bit. GENERAL APPLICATIONS AND USES Racking an Shelving Material Hanling Lighting Stanars Structural age Support Legers Masonry Applications Fencing Marine Applications Maintenance Foo an Beverage Facilities Repairs Retrofits FEATURES AND BENEFITS One-piece esign eliminates possibility of lost anchor parts or improper assembly Teste in accorance with ASTM E88 an AC106 criteria Fully removable anchor will not leave components in the hole Wege-Bolt anchor will fit stanar fixture hole imensions in fabricate steel Can be installe with an impact wrench or conventional han socket Fast installation an Immeiate loaing minimizes owntime High loa capacities an full grip along threa length an length ID stampe on hea of each hex hea anchor for easy inspection Finishe hex hea provies attractive appearance an eliminates tripping hazar No expansion forces transferre to the base material Can be installe closer to the ege than traitional expansion anchors Versatile installation in concrete, block an brick masonry Ratchet teeth on unersie of hex washer hea lock against the fixture Available in 10 Stainless Steel APPROVALS AND LISTINGS International Coe Council, Evaluation Service (ICC-ES) ER-788 Southern Builing Coe Conference International (SBCCI) #1 City of Los Angeles (COLA) Research Report LARR-1 Floria Builing Coe Approval FL09.10 Miami-Dae County Notice of Acceptance (NOA) Feeral GSA Specification Meets the proof loa requirements of FF-S-C, Group II, Type, Class 1 (supersee) an CID A-A19A, Type Various North American Departments of Transportation (DOT) See SECTION CONTENTS Wege-Bolt Page No. General Information...1 Installation Specifications... Material Specifications... Performance Data... Design Criteria...1 Orering Information...16 Carbon Steel Wege-Bolt 10 Stainless Steel Wege-Bolt Carbon Steel Wege-Bolt OT (ANSI) HEAD STYLES Hex Hea ANCHOR MATERIALS Zinc Plate Carbon Steel Mechanically Galvanize Carbon Steel Type 10 Stainless Steel ANCHOR SIZE RANGE (TYP.) 1/ iameter x 1-1/ length to / iameter x 8 length SUITABLE BASE MATERIALS Normal-weight Concrete Structural Lightweight Concrete Groute Concrete Masonry Brick Masonry GUIDE SPECIFICATIONS CSI Divisions: 011-Concrete ing, 0081-Masonry age an 0090-Metal Fastenings. Screw s shall be Wege-Bolt or Wege-Bolt OT anchors as supplie by Powers Fasteners, Inc., New Rochelle, NY. Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

2 Wege-Bolt INSTALLATION SPECIFICATIONS Carbon Steel Wege-Bolt Nominal Dimension 1/" /8" 1/" /8" /" Wege-Bit Size, bit () 1/ /8 1/ /8 / Wege-Bit Size Range () Fixture Clearance Hole, h () /16 7/16 9/16 11/16 1/16 Hea Washer Height () 7/ 1/6 7/16 1/ 19/ Washer O.D., w () 9/16 7/6 1 1 /16 1 1/ Wrench Size () 7/16 9/16 / 1/16 1 1/8 10 Stainless Steel Wege-Bolt Nominal Dimension 1/" /8" 1/" /8" /" Wege-Bit Size, bit () 1/ /8 1/ /8 / Wege-Bit Size Range () Fixture Clearance Hole, h () /16 7/16 9/16 11/16 1/16 Hea Washer Height () 7/ 1/6 7/16 1/ 19/ Washer O.D., w () 9/16 7/6 1 1 /16 1 1/ Wrench Size () 7/16 9/16 / 1/16 1 1/8 Carbon Steel Wege-Bolt OT (Orange Tip) Nominal Dimension 1/" /8" 1/" /8" ANSI Drill Bit Size, bit () 1/ /8 1/ /8 ANSI Drill Bit Size Range () Fixture Clearance Hole, h () /8 1/ /8 / Hea Washer Height () 7/ 1/6 7/16 1/ Washer O.D., w () 9/16 7/6 1 1 /16 Wrench Size () 7/16 9/16 / 1/16 Installation Proceure Select the proper iameter Wege-Bit for Wege-Bolt an 10 Stainless Steel Wege- Bolt installations or proper iameter ANSI rill bit for Wege-Bolt OT installations. ANSI rill bits shoul meet the requirements of ANSI Stanar B1.1. Using the proper rill bit, rill a hole into the base material to a epth of at least 1/" or one anchor iameter eeper than the embement require. Insert the anchor through the fixture into the anchor hole. Begin tightening the anchor by rotating clockwise an applying pressure in towar the base material. This will engage the first few threas as the anchor begins to avance. Continue tightening the anchor until the hea is firmly seate against the fixture while achieving the require embement epth. An impact wrench may be more suitable for installations in extremely ense base materials. Nomenclature = of anchor bit = of rill bit h = of fixture clearance hole w = of washer h = Base material thickness. The minimum value of h shoul be 1. hv = embement epth l = Overall length of anchor t = Fixture thickness Tmax = Maximum tightening torque Canaa: (90) or (1) Powers USA: (800) - or (91) -600

3 Wege-Bolt INSTALLATION SPECIFICATIONS ANSI Drill Bit Reuction Factors for Wege-Bolt Installe in Normal-Weight Concrete 1,, Wege-Bolt Size Wege-Bit Bit Size Range ANSI Bit ANSI Loa Reuction Installation Torque 1/" 1/" 0."- 0.9" 1/" 0% /8" /8" 0.8"- 0.89" /8" 1% 1/" 1/" 0.90"- 0.9" 7/16" 0% ++ /8" /8" 0.600"- 0.60" 9/16" 0% + /" /" 0.70"- 0.7" 11/16" 0% + 1. For proper performance, the Wege-Bolt shoul be installe with a Wege-Bit. The Wege-Bit has a special matche tolerance range esigne to provie maximum pullout with a minimum amount of installation torque. If ANSI rill bits are use in place of Wege-bits, the corresponing reuction factors in the table must be applie.. An electric impact wrench is recommene when installing larger iameter Wege-Bolts with ANSI bits.. The amount of torque increase is variable an is a function of both the harness of aggregate an ensity of concrete. The amount of increase is either slight (+) to significant (++) base on these factors. Maximum Clamping Torque (ft-lbs) Base Material 1/" /8" 1/" /8" /",000 psi Concrete ,000 psi Concrete ,000 psi Concrete ,000 psi Lightweight Concrete Grout Fille Block Soli Re Brick MATERIAL SPECIFICATIONS Carbon Steel Wege-Bolt an Wege-Bolt OT Component Component Material Boy Zinc Plating Case Harene AISI 100 / 100 or 10B1 Carbon Steel ASTM B6, SC1, Type III (Fe/Zn ) ASTM B69, Class 6, Type I (Mechanically galvanize wege-bolts are available on request) 10 Stainless Steel Wege-Bolt Component Boy Coating Component Material Type 10 Stainless Steel Class Sealcoat Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

4 Wege-Bolt Ultimate Loa Capacities for Wege-Bolt an Wege-Bolt OT installe in Normal-weight Concrete at 16 s Spacing an Ege s 1,, Concrete Compressive Strength (f c ) 1/ (6.) /8 (9.) 1/ (1.7) /8 (1.9) / Embe. 1 (.) 1 1/ (8.1) 1 1/ (8.1) 1/ (11.) (17.0) 1/ (11.) (17.0) 1/ (19.7) 6 (1.) Spacing an Ege at 16 6 (1.) 8 (0.) 10 (.0) 1 (0.8),000 psi (1.8 MPa),000 psi (7.6 MPa) 6,000 psi (1. MPa) Tension Shear Tension Shear Tension Shear 90 1,00 1,0,090 1,60,0 (.1) (.6) (6.8) (9.) (7.) (11.0) 1,760,80,60,780,980,690 (7.9) (11.6) (10.6) (1.) (.) (1.1),800,780,0,780,980,60 (1.6) (1.) (19.0) (1.) (.) (1.1),0,080,900,080,60,660 (19.0) (1.9) (.1) (1.9) (.7) (16.),10,600,660,870,00 7,0 (9.6) (16.) (1.0) (1.9) (1.6) (.0),00,0,10,180,18 7,0 (1.9) (0.) (18.) (.) (.) (.0),60,80,0,80 7,0 7,0 (0.1) (.7) (.0) (.7) (.0) (.0) 6,180 6,00 7,970 6,60 9,890 7,7 (7.8) (8.8) (.9) (9.1) (.) (.6) 7,900 7,90 10,90 7,0 1,0 7,610 (.6) (.8) (6.8) (.) (6.0) (.),960 6,70,90 7,0,780 9,000 (1.) (9.6) (17.7) (.) (1.) (0.),100 7,0,00 7,980 6,80 9,60 (18.) (.) (.) (.9) (9.) (1.7),910 7,700 7,800 8,70 9,80 9,60 (6.6) (.7) (.1) (9.) (.) (1.7) 6,060 8,60 8,80 9,080 11,890 9,0 (7.) (8.9) (8.) (0.9) (.) (.) 7,60 8,60 1,60 9,080 1,60 9,600 (.) (8.9) (6.8) (0.9) (6.8) (.),0 7,790,70 11,0 6,900 1,00 (1.) (.1) (1.) (0.9) (1.1) (60.),60 10,07 7,80 1,70 8,960 1,60 (0.) (.) (.) (7.) (0.) (61.),70 1,60 10,00 1,160 11,00 1,100 (.7) (.6) (.) (6.7) (9.7) (68.0) 8,80 1,700 1,760 1,00 1,0 1,90 (7.) (61.7) (7.) (69.) (6.) (71.6) 10,860 1,100 1,00 16,80 17,600 16,80 (8.9) (68.0) (69.8) (7.6) (79.) (7.8) 1,0 16,80 18,0 17,70 0,860 17,70 (60.) (7.) (8.0) (79.9) (9.9) (79.9),0 1,70 6,80 1,00 10,60 18,770 (19.) (.) (9.) (69.8) (6.) (8.),760 1,9 9,0 19,160 1,10 0,79 (.9) (6.8) (1.9) (86.) (.6) (9.6) 7,00 1,60 1,10,80 1,00,80 (.) (70.) (.6) (10.7) (6.1) (10.7) 9,800 18,70 1,60,760 16,70,160 (.1) (8.) (61.) (111.) (7.) (11.) 1,00 1,8 1,10 6,700 19,00 7,00 (.8) (98.) (68.0) (10.) (87.) (1.8) 1,000,90 16,600 8,60,080 9,80 (67.) (11.) (7.7) (18.9) (99.) (1.) 17,70 8,00 18,080 0,0,760,180 (79.1) (16.1) (81.) (17.) (111.) (1.8) 1. The values liste above are ultimate loa capacities which shoul be reuce by a minimum safety factor of or greater to etermine the allowable working loa.. Linear interpolation may be use to etermine ultimate loas for intermeiate embements an compressive strengths.. Tabular loas are for anchors installe at a minimum spacing istance between anchors an an ege istance of 16 times the anchor iameter. Canaa: (90) or (1) Powers USA: (800) - or (91) -600

5 Wege-Bolt Spacing an Ege at 16 Allowable Loa Capacities for Wege-Bolt an Wege-Bolt OT installe in Normal-weight Concrete at 16 s Spacing an Ege s 1,,, Concrete Compressive Strength (f c ),000 psi (1.8 MPa),000 psi (7.6 MPa) 6,000 psi (1. MPa) Tension Shear Tension Shear Tension Shear 1/ (6.) /8 (9.) 1/ (1.7) /8 (1.9) / Embe. 1 (.) 1 1/ (8.1) 1 1/ (8.1) 1/ (11.) (17.0) 1/ (11.) (17.0) 1/ (19.7) 6 (1.) 6 (1.) 8 (0.) 10 (.0) 1 (0.8) (1.0) (1.) (1.7) (.) (1.9) (.7) , 67 (.0) (.9) (.7) (.1) (.6) (.0) , , 80 (.) (.1) (.8) (.1) (.6) (.8) 1, , 770 1,1 91 (.7) (.) (.) (.) (.9) (.1) , ,8 (.) (.1) (.0) (.) (.) (8.) 8 1,1 1,00 1,9 1,00 1,8 (.7) (.1) (.6) (.8) (.9) (8.) 1,11 1,70 1,90 1,70 1,8 1,8 (.0) (6.) (6.) (6.) (8.) (8.) 1, 1,600 1,99 1,61,7 1,870 (7.0) (7.) (9.0) (7.) (11.1) (8.) 1,97 1,8,600 1,860,110 1,90 (8.9) (8.) (11.7) (8.) (1.0) (8.6) 70 1,6 98 1,8 1,19,0 (.) (7.) (.) (8.) (.) (10.1) 1,0 1,8 1,00 1,99 1,60,1 (.6) (8.) (.9) (9.0) (7.) (10.) 1,80 1,9 1,90,18,,1 (6.7) (8.7) (8.8) (9.8) (10.6) (10.) 1,1,16,10,70,97,60 (6.8) (9.7) (9.) (10.) (1.) (10.6) 1,90,16,1,70,1,00 (8.6) (9.7) (1.) (10.) (1.) (10.8) 8 1,90 1,180,80 1,7,0 (.8) (8.8) (.) (1.7) (7.8) (1.1) 1,10,0 1,8,18,0,0 (.1) (11.) (8.) (1.) (10.1) (1.) 1,0,090,10,0,760,77 (6.) (1.9) (11.) (1.9) (1.) (17.0),070,,190,80,80,980 (9.) (1.) (1.) (17.) (16.1) (17.9),71,77,87,1,00,10 (1.) (17.0) (17.) (18.7) (19.8) (18.9),60,10,,0,1,0 (1.1) (18.) (0.) (0.0) (.) (0.0) 1,080,070 1,60,87,6,69 (.9) (1.8) (7.) (17.) (11.) (1.1) 1,0,90,0,790,0,00 (6.) (1.7) (10.) (1.6) (1.7) (.) 1,800,90,0,70,0,70 (8.1) (17.6) (1.7) (.7) (1.8) (.7),0,68,10 6,190,180 6,90 (11.0) (1.1) (1.) (7.9) (18.8) (8.),100,,780 6,67,80 6,87 (1.0) (.) (17.0) (0.0) (1.8) (0.9),70 6,,10 7,160,0 7,60 (16.9) (8.1) (18.7) (.) (.8) (.6),9 7,010,0 7,60 6,190 8,0 (19.8) (1.) (0.) (.) (7.9) (6.) 1. Allowable loa capacities liste are calculate using an applie safety factor of.0.. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths.. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by -1/ percent for the uration of the loa where permitte by coe.. Tabular loas are for anchors installe at a minimum spacing istance between anchors an an ege istance of 16 times the anchor iameter. Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

6 Wege-Bolt Ultimate Loa Capacities for Wege-Bolt an Wege-Bolt OT installe in Normal-weight Concrete at Critical Spacing an Ege s 1,,, Concrete Compressive Strength (f c ) 1/ (6.) /8 (9.) 1/ (1.7) /8 (1.9) / Embement 1 (.) 1 1/ (8.1) 1 1/ (8.1) 1/ (11.) (17.0) 1/ (11.) (17.0) 1/ (19.7) 6 (1.),000 psi (1.8 MPa),000 psi (7.6 MPa) 6,000 psi (1. MPa) Tension Shear Tension Shear Tension Shear 70 1,00 1,0,080 1,660,00 (.) (.7) (6.0) (9.) (7.) (10.8) 1,0,00,10,00,80,00 (6.) (9.9) (9.6) (9.9) (11.) (11.),00,00,90,00,980,90 (10.8) (9.9) (17.7) (9.9) (.) (1.1),0,00,660,00,60,90 (1.8) (9.9) (1.0) (9.9) (.7) (1.1) 1,900,80,0,680,00 6,80 (8.6) (1.) (11.) (1.1) (1.7) (0.8),000,0,90,080,00 6,80 (1.) (0.0) (17.6) (.9) (.) (0.8),100,80,0,80 7,0 6,80 (18.) (.7) (.9) (.7) (.0) (0.8),800,700 7,70,90 9,900 6,80 (6.1) (.7) (.8) (6.6) (.6) (0.8) 7,00,900 10,10 6,60 1,0 6,80 (.8) (6.6) (.6) (8.6) (6.0) (0.8),860,70,90 6,80,780 8,70 (1.9) (.7) (17.7) (0.7) (1.) (9.),100 6,680,00 7,00 6,80 9,080 (18.) (0.1) (.) (.8) (9.) (0.9),90 7,160 7,800 8,80 9,80 9,080 (6.6) (.) (.1) (7.7) (.) (0.9) 6,060 8,660 8,80 9,080 11,900 9,600 (7.) (9.0) (8.) (0.9) (.6) (.) 7,60 8,660 1,60 9,080 1,60 9,600 (.0) (9.0) (6.8) (0.9) (6.8) (.),0 7,00,70 10,80 6,900 1,00 (1.) (.) (1.) (8.7) (1.1) (60.),60 9,00 7,80 1,0 8,960 1,00 (0.) (1.9) (.) (.0) (0.) (6.9),70 11,80 10,00 1,600 11,00 1,000 (.7) (1.) (.) (61.) (9.7) (67.) 8,0 1,80 1,760 1,760 1,0 1,90 (7.1) (6.6) (7.) (66.) (6.) (71.6) 10,780 1,800 1,00 1,90 17,600 16,80 (8.) (6.1) (69.8) (71.6) (79.) (7.8) 1,00 1,000 18,0 17,080 0,860 17,760 (9.9) (67.) (8.0) (76.9) (9.9) (79.9),0 1,00 6,80 1,0 8,700 18,780 (19.) (.1) (9.) (69.0) (9.) (8.),70 1,80 9,0 18,780 11,60 0,800 (.7) (9.8) (1.9) (8.) (1.1) (9.6) 7,10 1,0 1,10,00 1,00,80 (.0) (6.) (.6) (99.9) (6.1) (10.7) 9,0 16,60 1,80,0 16,70,800 (1.6) (7.9) (61.1) (10.9) (7.) (107.1) 11,0 18,760 1,00,0 19,00,760 (1.0) (8.) (67.6) (110.0) (87.) (111.) 1,0 0,880 16,60,60,080,70 (60.) (9.0) (7.1) (11.0) (99.) (11.7) 1,0,980 17,900 6,680,760 6,680 (69.9) (10.) (80.6) (10.1) (111.) (10.1) 1. Tabulate loa values are applicable for carbon steel an stainless steel anchors.. The values liste above are ultimate loa capacities which shoul be reuce by a minimum safety factor of or greater to etermine the allowable working loa.. Critical an minimum spacing an ege istances as well as reuction factors for intermeiate spacing an ege istances are liste in the Design Criteria section.. Linear interpolation may be use to etermine ultimate loas for intermeiate embements an compressive strengths. 6 Canaa: (90) or (1) Powers USA: (800) - or (91) -600

7 Wege-Bolt Allowable Loa Capacities for Wege-Bolt an Wege-Bolt OT installe in Normal-weight Concrete at Critical Spacing an Ege s 1,,,, Concrete Compressive Strength (f c ) 1/ (6.) /8 (9.) 1/ (1.7) /8 (1.9) / Embement 1 (.) 1 1/ (8.1) 1 1/ (8.1) 1/ (11.) (17.0) 1/ (11.) (17.0) 1/ (19.7) 6 (1.),000 psi (1.8 MPa),000 psi (7.6 MPa) 6,000 psi (1. MPa) Tension Shear Tension Shear Tension Shear (0.8) (1.) (1.) (.) (1.9) (.7) (1.6) (.) (.) (.) (.8) (.8) , 70 (.7) (.) (.) (.) (.6) (.) ,16 0 1,1 70 (.0) (.) (.) (.) (.9) (.) , ,710 (.1) (.8) (.8) (.) (.) (7.7) 70 1, ,70 1,00 1,710 (.) (.0) (.) (.7) (.9) (7.7) 1,0 1,70 1,0 1,70 1,8 1,710 (.6) (6.) (6.0) (6.) (8.) (7.7) 1,0 1, 1,9 1,80,7 1,710 (6.) (6.) (8.7) (6.7) (11.1) (7.7) 1,87 1,7, 1,90,110 1,710 (8.) (6.6) (11.) (7.) (1.0) (7.7) 71 1,0 98 1,70 1,19,18 (.) (6.) (.) (7.7) (.) (9.8) 1,0 1,670 1,00 1,87 1,60,70 (.6) (7.) (.9) (8.) (7.) (10.) 1,80 1,790 1,90,09,,70 (6.7) (8.1) (8.8) (9.) (10.6) (10.) 1,1,16,10,70,97,00 (6.8) (9.7) (9.) (10.) (1.) (10.8) 1,890,16,1,70,1,00 (8.) (9.7) (1.) (10.) (1.) (10.8) 8 1,800 1,180,70 1,7,0 (.8) (8.1) (.) (1.) (7.8) (1.1) 1,10, 1,8,0,0,0 (.1) (10.) (8.) (1.7) (10.1) (16.0) 1,0,8,10,00,760,70 (6.) (1.8) (11.) (1.) (1.) (16.9),060,1,190,690,80,980 (9.) (1.) (1.) (16.6) (16.1) (17.9),69,0,87,980,00,10 (1.1) (1.) (17.) (17.9) (19.8) (18.9),,70,,70,1,0 (1.0) (16.9) (0.) (19.) (.) (0.0) 1,080,00 1,60,8,17,69 (.9) (1.) (7.) (17.) (9.8) (1.1) 1,0,0,0,69,80,00 (6.) (1.9) (10.) (1.1) (1.8) (.) 1,780,60,0,0,0,70 (8.0) (16.) (1.7) (.0) (1.8) (.7),10,160,9,80,180,90 (10.) (18.7) (1.) (6.) (18.8) (6.8),8,690,7 6,110,80 6,190 (1.8) (1.1) (16.9) (7.) (1.8) (7.9),60,0,11 6,90,0 6,0 (1.1) (.) (18.) (8.8) (.8) (8.9),88,7,7 6,670 6,190 6,670 (17.) (.9) (0.1) (0.0) (7.9) (0.0) 1. Tabulate loa values are applicable for carbon steel an stainless steel anchors.. Allowable loa capacities liste are calculate using an applie safety factor of.0.. Critical an minimum spacing an ege istances as well as reuction factors for intermeiate spacing an ege istances are liste in the Design Criteria section.. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths.. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by -1/ percent for the uration of the loa where permitte by coe. Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

8 Wege-Bolt Ultimate an Allowable Shear Loa Capacities for Wege-Bolt an Wege-Bolt OT at the Ege of Normal-weight Concrete 1,, Embement Ege f c,000 psi (1.8 MPa) Parallel to the Free Ege Ultimate Shear Allowable Shear 1/ /8 1 /,00 1, (1.7) (8.7) (.) (.6) (.6) /8 /8 1 /,0 1, (1.9) (8.7) (.) (.) (6.1) / /8 1 /,660 1,1 (8.7) (.) (.) (6.) 1. Tabulate loa values are applicable to carbon steel an stainless steel anchors.. Allowable loa capacities are calculate using an applie safety factor of.0.. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by -1/ percent for the uration of the loa where permitte by coe. Allowable Loa Capacities for Wege-Bolt an Wege-Bolt OT installe in Normal-weight Concrete Stem Walls 1,,, Embement Ege Tension f c,00 psi (17. MPa) Parallel to the Free Ege Shear Towars the Free Ege Shear 1/ 1 / 1,70 1, 70 (1.7) (.) (.7) (6.) (.1) 610 1,1 80 (.7) (.) (1.7) /8 / 1 / 1,10 1,0 90 (1.9) (9.) (.) (.9) (6.0) (.),01 1,0 600 (17.0) (9.1) (6.8) (.7) 1. Tabulate loa values are applicable to carbon steel an stainless steel anchors.. Allowable loa capacities are calculate using an applie safety factor of.0.. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by -1/ percent for the uration of the loa where permitte by coe.. Allowable loa capacities may also be applie to conitions at the ege of normal-weight concrete slabs. 8 Canaa: (90) or (1) Powers USA: (800) - or (91) -600

9 Wege-Bolt Ultimate an Allowable Loa Capacities for Wege-Bolt an Wege-Bolt OT installe in Structural Lightweight Concrete 1,,,, 1/ (6.) Embement Concrete Compressive Strength f c,000 psi (0.7 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear,0 7, ,70 (1.9) (1.) (.7) (7.9) 1 1/,0,00 0 (8.1) (10.0) (9.9) (.) (.) /8 (9.) 1/,760, (7.) (16.9) (17.8) (.) (.),80,700 1,0 1, (.8) (.7) (.9) (6.),90 6, , (1.1) (7.8) (.) (7.0) 1/ (1.7),0 8,0 1,0,10 (.9) (7.9) (6.0) (9.) 7,70 10,660 1,90,66 (.7) (8.0) (8.7) (1.0),70 9,0 90,10 (16.7) (1.6) (.) (10.) /8 (1.9) / 7,90 1,0 1,98,610 (9.) (.7) (6.0) (8.9) (16.) 1,160 19,60,00,910 (17.0) (.7) (88.) (1.7) (.1) / 1/ 1,0,0,0,60 (1.) (9.9) (101.) (1.0) (.) 1. The values liste above are ultimate an allowable loa capacities for anchors installe in san-lightweight concrete.. Allowable loa capacities are calculate using an applie safety factor of.0.. Critical an minimum spacing an ege istances as well as reuction factors for intermeiate spacing an ege istances are liste in the Design Criteria section.. Linear interpolation for allowable loas for anchors at intermeiate embement epths may also be use.. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by -1/ percent for the uration of the loa where permitte by coe. Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

10 Wege-Bolt Ultimate an Allowable Loa Capacities for Wege-Bolt an Wege-Bolt OT installe Through Metal Deck into Structural Lightweight Concrete 1,,,, 1/ (6.) Embement Lightweight Concrete Over 0 gage Metal Deck f c,000 psi (0.7 MPa) 1/" Wie Deck Ultimate Loa Allowable Loa Tension Shear Tension Shear,660, (1.0) (16.) (.0) (.1) 1 1/ 1,780,80 8 (8.1) (8.0) (1.) (.0) (.8) /8 (9.) 1/,160, ,080 (7.) (1.) (19.) (.6) (.9),0,0 1,10 1,10 (0.) (.6) (.1) (.9),90,80 7 1,09 (1.) (19.7) (.) (.9) 1/ (1.7),80 6,00 1,09 1,7 (19.7) (8.) (.9) (7.1),80 8,0 1,,0 (6.) (7.0) (6.) (9.),100, , (1.0) (.6) (.) (.6) /8 (1.9) /,0 7,60 1, 1,910 (9.) (.) (.) (6.1) (8.6) 7,70 10,60 1,9,6 (17.0) (.8) (6.) (8.7) (11.) / 1/ 9,700 11,0,,88 (1.) (.7) (1.9) (10.9) (1.0) 1. The values liste above are ultimate an allowable loa capacities for Wege-Bolt anchors installe in san-lightweight concrete.. Allowable loas capacities are calculate using an applie safety factor of.0.. Spacing istances shall be in accorance with the spacing table for lightweight concrete liste in the Design Criteria.. s are permitte to be installe in the lower or upper flute of the metal eck provie the proper installe proceures are maintaine.. Allowable loas for anchors to resist short-term loas such as earthquake or win may be increase by -1/ percent for the uration of the loa where permitte by coe Canaa: (90) or (1) Powers USA: (800) - or (91) -600

11 Wege-Bolt Face Shell (Groute Cell) Permissible Locations (Unshae Area) Allowable Loa Capacities for Wege-Bolt an Wege-Bolt OT s Installe in Grout-Fille Concrete Masonry 1,,,, Ro 1/ (6.) /8 (9.) 1/ (1.7) /8 (1.9) / Installe Through Face Shell Into Groute Cell Embe. 1 (.) 1 1/ (8.1) 1/ (8.6) (17.0) (17.0) Ege / (9.) / (9.) / (9.) / (9.) 7 7/8 (00.0) 1 (0.8) / (9.) 7 7/8 (00.0) 1 (0.8) / (9.) 7 7/8 (00.0) 1 (0.8) 1 (0.8) 1 (0.8) / (9.) 1 (0.8) 7 7/8 (00.0) 1 (0.8) 1 (0.8) 1 (0.8) En / (9.) 1 (0.8) 1 (0.8) 1 (0.8) 1 (0.8) Tension 80 (0.) 0 (1.) 10 (0.9) 70 (.) 1,90 (.8) (1.) 90 (.) 1, (6.9) (.0) 88 (.0) 1,10 (.9) 1,90 (8.7) 61 (.8) 61 (.8) 61 (.8) 1,0 (.7) 1, (6.) 1,680 (7.6) Shear 10 (0.7) 0 (1.) 00 (1.8) 7 (.) 1,110 (.0) 70 (.) 98 (.) 1, (.6) 1,0 (.9) 1,00 1,00 (6.8) 1,00 (6.8) (6.8) 1,680 (7.6) 70 (.) 1,0 (.9) 1,6 (.7) 1,780 (8.0),0 (10.1) 1. Tabulate loa values are for anchors installe in minimum Grae N, Type II, lightweight, meium-weight an normal-weight concrete masonry units conforming to ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f'm 1,00 psi).. Allowable loa capacities liste are calculate using an applie safety factor of.0.. Tabulate loa values are applicable for screw anchors installe at a critical spacing between screw anchors of 16 times the screw anchor iameter. Reuce the tabulate loa capacities by 0 percent when anchors are installe at minimum spacing between anchors of 8 times the screw anchor iameter. Linear interpolation may be use for intermeiate spacing istances.. Linear interpolation for allowable loas for anchors at intermeiate embement epths may be use.. Allowable shear loas for 1/" an /8" iameter anchor installations into the face shell of a masonry wall may be applie in any irection. Allowable shear loas for anchor iameters 1/" an greater installe into the face shell may be applie in any irection provie the location is a minimum of 1" from the ege an en of the wall. For anchors iameters 1/" an greater installe with an ege istance less than 1" the allowable shear loas may be applie in any irection except upwar vertically. Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

12 Wege-Bolt Face Shell (Cell Web) Permissible Locations (Unshae Area) Allowable Loa Capacities for Wege-Bolt an Wege-Bolt OT s Installe in Grout-Fille Concrete Masonry 1,,,,,6,7 Ro /8 (9.) 1/ (1.7) /8 (1.9) / Installe Through Face Shell Into Cell Web Embe. (.) Ege 16 (06.) En 16 (06.) Tension 870 (.9) 1,110 (.0) 1,0 (.) 1,10 (.9) T-Joints Permissible Locations Ro /8 (9.) /8 (9.) 1/ (1.7) 1/ (1.7) /8 (1.9) /8 (9.) / 1/ (1.7 Embe. 1 1/ (8.1) Installe In Joint Ege 16 (06.) En 16 (06.) Tension 1. Tabulate loa values are for anchors installe in minimum Grae N, Type II, lightweight, meium-weight an normal-weight concrete masonry units conforming to ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f'm 1,00 psi).. Allowable loa capacities liste are calculate using an applie safety factor of.0.. Tabulate loa values are applicable for screw anchors installe at a critical spacing between screw anchors of 16 times the screw anchor iameter. Reuce the tabulate loa capacities by 0 percent when anchors are installe at minimum spacing between anchors of 8 times the screw anchor iameter. Linear interpolation may be use for intermeiate spacing istances.. Linear interpolation for allowable loas for anchors at intermeiate embement epths may be use.. Allowable shear loas for anchor installations into the cell web may be applie in any irection. 6. Allowable shear loas for anchor installation into the horizontal an vertical mortar joints may be applie in any irection provie the anchor location is a minimum of 16" from the ege an en of the wall. For anchor installations with an ege istance less than 16" the allowable shear loas may be applie in any irection except upwar vertically. 7. Allowable tension loa values for anchors installe into horizontal mortar (be) joint locations may be increase by percent. 80 (.7) 1,090 (.9) 80 (.8) 890 (.0) Shear 10 (.) 1, (.) 1 Canaa: (90) or (1) Powers USA: (800) - or (91) -600

13 Wege-Bolt Ultimate an Allowable Loa Capacities for Wege-Bolt an Wege- Bolt OT s Installe in Multiple Wythe Soli Brick Masonry 1,, 1/ (6.) Embe. Ege an En Spacing Structural Brick Masonry f m 1,00 psi (10. MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear ",80 1,80 9 Any Direction (10.) (6.7) (.0) (1.) /8 (9.) 1/ (1.7) /8 (1.9) / 6 6",90, (1.) Any Direction (1.) (17.) (.1) (.) 8 8",800 7, ,10 Any Direction (1.6) (1.8) (.) (6.) 10 1" 6,10 11,0 1,,0 (.0) Any Direction (7.) (0.6) (.) (10.1) Bricks 1 or 16" 6,80 1,0 1,1,70 (0.8) Any Direction (9.6) (.) (.9) (11.1) (whichever is less) 1. Tabulate loa values are applicable to carbon steel an stainless steel anchors.. Tabulate loa values are for anchors installe in minimum Grae SW multiple wythe, soli brick masonry conforming to ASTM C6.. Allowable loas are calculate using an applie safety factor of.0. DESIGN CRITERIA 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 Installe in Normal-weight Concrete Critical Critical Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Ege (c) Tension s cr = 1 FN = F V = 1.0 s min = FN = F V = 0.0 Shear s cr = 1 FN = F V = 1.0 s min = FN = F V = 0.7 Tension c cr = 8 FN = 1.0 c min = FN = 0.70 Shear c cr = 1 FN = 1.0 c min = FN = 0.1 Installe in Lightweight Concrete Critical Critical Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Ege (c) Tension s cr = 1 FN = F V = 1.0 s min = FN = F V = 0.0 Shear s cr = 1 FN = F V = 1.0 s min = FN = F V = 0.7 Tension c cr = 10 FN = 1.0 c min = FN = 0.0 Shear c cr = 1 FN = 1.0 c min =.7 FN = 0.1 Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

14 Wege-Bolt DESIGN CRITERIA Loa Ajustment Factors for Normal-weight Concrete Spacing, Tension (F N) Dia. () 1/ /8 1/ /8 / s cr () 1/ 6 7 1/ 9 s min () 1 1 1/ / / / Spacing, s (inches) Notes: For anchors loae in tension, the critical spacing (s cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. spacing (s min) is equal to anchor iameters () at which the anchor achieves 0% of loa. Spacing, Shear (F V) Dia. () 1/ /8 1/ /8 / s cr () 1/ 6 7 1/ 9 s min () 1 1 1/ / / / Spacing, s (inches) Notes: For anchors loae in shear, the critical spacing (s cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. spacing (s min) is equal to anchor iameters () at which the anchor achieves 7% of loa. Ege, Tension (F N) Dia. () 1/ /8 1/ /8 / c cr () 6 c min () / 1 1/8 1 1/ 1 7/8 1/ / / / / / Ege, c () Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 8 anchor iameters (8) 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) Dia. () 1/ /8 1/ /8 / c cr () 1/ 6 7 1/ 9 c min () / 1 1/8 1 1/ 1 7/8 1/ / / / / / / / Ege, c () 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 1% of loa 1 Canaa: (90) or (1) Powers USA: (800) - or (91) -600

15 DESIGN CRITERIA Loa Ajustment Factors for Lightweight Concrete Spacing, Shear (F N) Dia. () 1/ /8 1/ /8 / s cr () / /8 7 1/ 9 /8 11 1/ s min () 1 1/ 1 7/8 1/8 / 1 1/ / / / / / / / 1.00 Spacing, s (inches) Wege-Bolt Notes: For anchors loae in tension, the critical spacing (s cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. spacing (s min) is equal to anchor iameters () at which the anchor achieves 0% of loa. Spacing, Shear (F V) Dia. () 1/ /8 1/ /8 / s cr () / /8 7 1/ 9 /8 11 1/ s min () 1 1/ 1 7/8 1/8 / 1 1/ / / / / / / / 1.00 Spacing, s (inches) Notes: For anchors loae in shear, the critical spacing (s cr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. spacing (s min) is equal to anchor iameters () at which the anchor achieves 7% of loa. Ege, Tension (F N) Dia. () 1/ /8 1/ /8 / c cr () / 6 1/ 7 1/ c min () 1 1 1/ / / / / 1.00 Ege, c () Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 10 anchor iameters (10) 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) Dia. () 1/ /8 1/ /8 / c cr () / /8 7 1/ 9 /8 11 1/ c min () 1 1 /8 1 7/8 /8 7/ / / / / / / / / / 1.00 Ege, c () 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.7 anchor iameters (.7) at which the anchor achieves 1% of loa Powers USA: (800) - or (91) -600 Canaa: (90) or (1)

16 Wege-Bolt ORDERING INFORMATION Carbon Steel Wege-Bolt Catalog Wege Bit Clearance Hole Threa Box Carton Number Size Embement Length Quantity Quantity 70 1/"x 1 1/" 1/" /16" 1" 1-1/8" /"x 1 /" 1/" /16" 1" 1-/8" /"x 1/" 1/" /16" 1" " /"x " 1/" /16" 1" -/" /8"x 1 /" /8" 7/16" 1 1/" 1 1/" /8"x " /8" 7/16" 1 1/" 1/" /8"x " /8" 7/16" 1 1/" /" /8"x " /8" 7/16" 1 1/" /" /"x " 1/" 9/16" 1 /" 1/" "x " 1/" 9/16" 1 /" /" "x " 1/" 9/16" 1 /" /" /"x " 1/" 9/16" 1 /" /" /"x " 1/" 9/16" 1 /" /" /"x 6" 1/" 9/16" 1 /" /" /8"x " /8" 11/16" " /" /8"x " /8" 11/16" " /" /8"x " /8" 11/16" " /" /8"x 6" /8" 11/16" " /" /"x " /" 1/16" " /" /"x " /" 1/16" " /" /"x " /" 1/16" " /" /"x 6" /" 1/16" " /" /"x 8" /" 1/16" " /" 10 0 * Installation is recommene with the use of a Wege-Bit. 10 Stainless Steel Wege-Bolt Catalog Wege Bit Clearance Hole Threa Box Carton Number Size Embement Length Quantity Quantity /"x 1 /" 1/" /16" 1" 1 /8" /8"x " /8" 7/16" 1 1/" 1/" /8"x " /8" 7/16" 1 1/" /" /"x " 1/" 9/16" 1 /" /" /"x " 1/" 9/16" 1 /" /" /8"x " /8" 11/16" " /" /"x 6" /" 1/16" " /" 0 60 * Installation is recommene with the use of a Wege-Bit. Carbon Steel Wege-Bolt OT Catalog Wege Bit Clearance Hole Threa Box Carton Number Size Embement Length Quantity Quantity 71 1/"x " 1/" /8" 1" /" /8"x " /8" 1/" 1 1/" /" /"x " 1/" /8" 1 /" /" /"x " 1/" /8" 1 /" /" /8"x " /8" /" " /" /8"x " /8" /" " /" 7 * Installation is recommene with the use of an ANSI bit Canaa: (90) or (1) Powers USA: (800) - or (91) -600

17 Wege-Bolt ORDERING INFORMATION SDS-Plus Wege-Bit Catalog Usable Length Overall Length Stanar Number Size Inches Inches Pouch 11 1/" SDS-Plus Wege-Bit /" SDS-Plus Wege-Bit /8" SDS-Plus Wege-Bit /8" SDS-Plus Wege-Bit /8" SDS-Plus Wege-Bit /" SDS-Plus Wege-Bit 6 1 1" SDS-Plus Wege-Bit " SDS-Plus Wege-Bit /8" SDS-Plus Wege-Bit /8" SDS-Plus Wege-Bit /8" SDS-Plus Wege-Bit /" SDS-Plus Wege-Bit /" SDS-Plus Wege-Bit Heavy Duty Straight Shank Wege-Bit Catalog Usable Length Overall Length Stanar Number Size Inches Inches Pouch 170 1/" Heavy Duty Straight Shank / /" Heavy Duty Straight Shank /8" Heavy Duty Straight Shank /8" Heavy Duty Straight Shank /" Heavy Duty Straight Shank /" Heavy Duty Straight Shank /8" Heavy Duty Straight Shank /" Heavy Duty Straight Shank Spline Wege-Bit Catalog Usable Length Overall Length Stanar Number Size Inches Inches Pouch 10 1/" Spline Wege-Bit " Spline Wege-Bit /8" Spline Wege-Bit /" Spline Wege-Bit SDS-Max Wege-Bit Catalog Usable Length Overall Length Stanar Number Size Inches Inches Pouch 1 1/" SDS-Max Wege-Bit /8" SDS-Max Wege-Bit /" SDS-Max Wege-Bit Powers USA: (800) - or (91) -600 Canaa: (90) or (1)