Spike. Spike PRODUCT INFORMATION. Pin Anchor FEATURES AND BENEFITS

Transcription

1 Spike Spike Pin PRODUCT DESCRIPTION The Spike is a, one-piece, vibration resistant anchor or use in concrete block or stone. Several hea styles, incluing tamperroo versions, an anchor materials are available. The Spike anchor is orme with an s shape coniguration at the working en o the anchor to create an expansion mechanism. Since the anchor is pre-orme, there is no seconary tightening operation require which greatly reuces the overall cost o an anchor installation. GENERAL APPLICATIONS AND USES Tamperproo Applications Exterior Applications Cable Trays an Strut Pipe Hanging Metal Track Attachments Concrete Formwork For rooing applications see the Rooing Spike prouct inormation FEATURES AND BENEFITS + Pre-expane anchor esign allows or easy installation + Mushroom an lat hea Spike anchors are tamper-proo + Forming Spike, which is removable, can be use or temporary installations + Pipe an Tie-wire Spike is an easy to install alternative to irect astening APPROVALS AND LISTINGS Factory Mutual Research Corporation (FM Approvals) J.I. ON5A.AH, iameter Pipe Spike Pipe hanger components or Automatic Sprikler Systems. Teste in accorance with ASTM E488 an AC0 criteria GUIDE SPECIFICATIONS CSI Divisions: 035-Concrete ing, 0408-Masonry age an Metal Fastenings. Pre-expane anchors shall be Spike as supplie by Powers Fasteners, Inc., Brewster, NY. MATERIAL SPECIFICATIONS Carbon Steel (Mushroom Hea, Flat Hea, Pipe, Tie-Wire an Forming Spike) Component Boy AISI 038 Carbon Steel Zinc Plating ASTM B633, SC, Type III (Fe/Zn 5) Stainless Steel (Mushroom Hea) Component Boy Component Material Component Material Type 36L Stainless Steel SECTION CONTENTS Page No. General Inormation... Material Speciications... Installation Speciications... 2 Perormance Data... 4 Design Criteria... 9 Orering Inormation... 2 Mushroom Hea Spike HEAD STYLES Mushroom Hea Flat Hea Pipe Tie-Wire Forming Flat Hea Spike Pipe Spike Tie-Wire Spike Forming Spike ANCHOR MATERIALS Zinc Plate Carbon Steel Type 36 Stainless Steel ANCHOR SIZE RANGE (TYP.) iameter to /2 iameter SUITABLE BASE MATERIALS Normal-Weight Concrete Structural Lightweight Concrete Groute Concrete Masonry (CMU) Canaa: (905) or (54) Powers USA: (800) or (94)

2 Spike INSTALLATION SPECIFICATIONS Mushroom Hea Carbon Steel Spike Dimension " " " /2" ANSI Drill Bit Size, bit () /2 Fixture Clearance Hole, h () 5/6 7/6 9/6 Hea Height () 7/64 7/64 7/32 Hea Size, O.D. () 7/6 /2 3/4 Mushroom Hea Stainless Steel Spike Flat Hea Spike (80 82 Hea) Nominal Size, Nominal Size, Dimension " " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 5/6 7/6 Hea Height () 7/64 7/64 7/32 Hea Size, O.D. () 7/6 /2 3/4 Dimension " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 5/6 Hea Height () 7/64 9/64 Hea Size, O.D. () /2 Pipe Spike Nominal Size, Dimension " " ANSI Drill Bit Size, bit () UNC Threa Size Hea Height () /2 5/8 Hea Size, O.D. () 3/32 35/64 Tie-Wire Spike Nominal Size, Dimension " " ANSI Drill Bit Size, bit () Tie-Wire Hole () 9/32 Hea Height () 37/64 4/64 Hea With () 9/64 x 7/6 x 9/6 Forming Spike Nominal Size, Nominal Size, Dimension " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 5/6 Hea Height () 9/6 9/6 Hea Size, O.D. () 3/32 /2 Powers USA: (800) or (94) Canaa: (905) or (54)

3 Spike INSTALLATION SPECIFICATIONS Mushroom/Flat Hea Version Using the proper iameter bit, rill a hole into the base material to a epth o at least /2" or one anchor iameter eeper than the embement require. The tolerances o the rill bit use must meet the requirements o ANSI Stanar B22.5 Pipe Spike Version Using the proper iameter bit, rill a hole into the base material to a epth o at least /2" or one anchor iameter eeper than the embement require. The tolerances o the rill bit use must meet the requirements o ANSI Stanar B22.5 Tie-Wire Version Using the proper iameter bit, rill a hole into the base material to a epth o at least /2" or one anchor iameter eeper than the embement require. The tolerances o the rill bit use must meet the requirements o ANSI Stanar B22.5 Blow the hole clean o ust an other material. Blow the hole clean o ust an other material. Blow the hole clean o ust an other material.l. Drive the anchor through the ixture into the anchor hole until the hea is irmly seate against the ixture. Be sure the anchor is riven to the require embement epth. Drive the anchor into the hole until the hea is irmly seate against the base material. Be sure the anchor is riven to the require embement epth. Drive the anchor into the hole until the hea is irmly seate against the base material. Be sure the anchor is riven to the require embement epth. Forming Spike Version Using the proper iameter bit, rill a hole into the base material to a epth o at least /2" or one anchor iameter eeper than the embement require. The tolerances o the rill bit use must meet the requirements o ANSI Stanar B22.5 Blow the hole clean o ust an other material. Drive the anchor through the ixture into the anchor hole until the hea is irmly seate against the ixture. Be sure the anchor is riven to the require embement epth. 3 Canaa: (905) or (54) Powers USA: (800) or (94)

4 Spike PERFORMANCE DATA Ultimate Loa Capacities or Carbon Steel Spike in Normal-Weight Concrete,2 /2 (2.7) /2 (2.7) Embement 7/8 (22.2) 3/4 2 /2 (63.5) Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 520, , ,30 690,350 (2.3) (4.9) (2.5) (5.7) (2.9) (5.9) (3.) (6.) 540, , , ,860 (2.4) (5.5) (2.8) (7.8) (3.5) (8.4) (3.5) (8.4) 780, ,000,060 2,55,20 2,30 (3.5) (8.) (4.0) (9.0) (4.7) (9.7) (5.0) (0.4) 620, , , ,360 (2.8) (7.) (3.4) (8.8) (3.7) (9.7) (3.9) (0.6) 830,85,00 2,020,20 2,220,320 2,585 (3.7) (8.2) (4.9) (9.) (5.4) (0.0) (5.9) (.6),785 3,645 2,20 4,480 2,630 5,025 2,875 5,075 (8.0) (6.4) (20.2) (.8) (22.6) (2.9) (22.8) 3,25 5,345 3,620 8,460 4,05 0,320 4,40 0,860 (4.5) (24.) (6.3) (38.) (8.) (46.4) (9.8) (48.9). Tabulate loa values are or anchors installe in concrete. Concrete compressive strength must be at the speciie minimum at the time o installation. 2. Ultimate loa capacities must be reuce by a minimum saety actor o 4.0 or greater to etermine allowable working loa. Consieration o saety actors o 0 or higher may be necessary epening upon the application such as lie saety or overhea. Allowable Loa Capacities or Carbon Steel Spike in Normal-Weight Concrete,2,3 Embement 7/8 (22.2) 3/4 2 /2 (63.5) Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) (0.6) (.2) (0.6) (.4) (0.7) (.5) (0.8) (.5) (0.6) (.4) (0.7) (.9) (0.9) (2.) (0.9) (2.) (0.9) (2.0) (.0) (2.3) (.2) (2.4) (.2) (2.6) (0.7) (.8) (0.9) (2.2) (0.9) (2.4) (.0) (2.7) (0.9) (2.0) (.2) (2.3) (.3) (2.5) (.5) (2.9) ,20 660, ,270 (2.0) (4.) (2.4) (5.0) (3.0) (5.6) (3.2) (5.7) 805, ,5,005 2,580,05 2,75 (3.6) (6.0) (4.) (4.5) (.6) (5.0) (2.2). Allowable loa capacities are calculate using an applie saety actor o 4.0. Consieration o saety actors o 0 or higher may be necessary epening on the application, such as lie saety or overhea. 2. Linear interpolation may be use to etermine allowable loas or intermeiate embements an compressive strengths. 3. Allowable loa capacities are multiplie by reuction actors oun in the Design Criteria section when anchor spacing or ege istances are less than critical istances. Powers USA: (800) or (94) Canaa: (905) or (54)

5 Spike PERFORMANCE DATA Ultimate Loa Capacities or Stainless Steel Spike in Normal-Weight Concrete,2 Embement 7/8 (22.2) 3/4 Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) ,55 660, ,290 (2.2) (4.) (2.5) (5.2) (2.9) (5.5) (3.) (5.8) 500,75 620, , ,830 (2.3) (5.3) (2.8) (7.4) (3.5) (7.8) (3.5) (8.2) 740, ,930,060 2,040,20 2,50 (3.3) (7.8) (4.0) (8.7) (4.7) (9.2) (5.0) (9.7) 620, , , ,250 (2.8) (7.0) (3.4) (8.3) (3.7) (9.4) (3.9) (0.) 795,765,080,965,75 2,45,280 2,325 (3.6) (7.9) (4.9) (8.8) (5.2) (9.7) (5.7) (0.5),575 3,55,990 3,880 2,420 4,50 2,570 4,425 (7.) (4.2) (9.0) (7.5) (0.9) (8.7) (.6) (9.9). Tabulate loa values are or anchors installe in concrete. Concrete compressive strength must be at the speciie minimum at the time o installation. 2. Ultimate loa capacities must be reuce by a minimum saety actor o 4.0 or greater to etermine allowable working loa. Consieration o saety actors o 0 or higher may be necessary epening upon the application such as lie saety or overhea. Allowable Loa Capacities or Stainless Steel Spike in Normal-Weight Concrete,2,3 Embement 7/8 (22.2) 3/4 Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) (0.6) (.0) (0.6) (.3) (0.7) (.4) (0.8) (.5) (0.6) (.3) (0.7) (.9) (0.9) (2.0) (0.9) (2.) (0.8) (2.0) (.0) (2.2) (.2) (2.3) (.7) (2.4) (0.7) (.8) (0.9) (2.) (0.9) (2.4) (.0) (2.5) (0.9) (2.0) (.2) (2.2) (.3) (2.4) (.4) (2.6) , ,05 (.8) (3.6) (2.3) (4.4) (2.7) (4.7) (2.9) (5.0). Allowable loa capacities are calculate using an applie saety actor o 4.0. Consieration o saety actors o 0 or higher may be necessary epening on the application, such as lie saety or overhea. 2. Linear interpolation may be use to etermine allowable loas or intermeiate embements an compressive strengths. 3. Allowable loa capacities are multiplie by reuction actors oun in the Design Criteria section when anchor spacing or ege istances are less than critical istances. 5 Canaa: (905) or (54) Powers USA: (800) or (94)

6 Spike PERFORMANCE DATA Ultimate Loa Capacities or Carbon Steel Pipe Spike in Normal-Weight Concrete,2 Dia. Drill Bit Dia. bit Drill Bit Dia. bit Embe. 3/4 Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) , , , (3.5) (4.4) (5.7) (4.4) (5.7) (4.4) (5.7) (4.4),00,85,660 2,020 2,000 2,00 2,000 2,80 (5.0) (8.2) (7.5) (9.) (9.0) (9.0) (9.8). Tabulate loa values are or anchors installe in concrete. Concrete compressive strength must be at the speciie minimum at the time o installation. 2. Ultimate loa capacities must be reuce by a minimum saety actor o 4.0 or greater to etermine allowable working loa. Consieration o saety actors o 0 or higher may be necessary epening upon the application such as lie saety or overhea.,3 Allowable Loa Capacities or Carbon Steel Pipe Spike in Normal-Weight Concrete,2,3 Dia. Embe. 3/4 Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) (0.9) (.) (.4) (.) (.4) (.) (.4) (.) (.2) (2.0) (.9) (2.3) (2.3) (2.4) (2.3) (2.5). Allowable loa capacities are calculate using an applie saety actor o 4.0. Consieration o saety actors o 0 or higher may be necessary epening on the application, such as lie saety or overhea. 2. Linear interpolation may be use to etermine allowable loas or intermeiate compressive strengths. 3. Allowable loa capacities are multiplie by reuction actors oun in the Design Criteria section when anchor spacing or ege istances are less than critical istances. Ultimate Loa Capacities or Carbon Steel Tie-Wire Spike in Normal-Weight Concrete,2 Embement /8 (28.6) /8 (28.6) Concrete Compressive Strength ( c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear , , (4.4) (4.3) (4.7) (4.3) (5.0) (4.3),075,30,50,30,230,30 (5.9) (5.2) (5.9) (5.5) (5.9). Tabulate loa values are or anchors installe in concrete. Concrete compressive strength must be at the speciie minimum at the time o installation. 2. Ultimate loa capacities must be reuce by a minimum saety actor o 4.0 or greater to etermine allowable working loa. Consieration o saety actors o 0 or higher may be necessary epening upon the application such as lie saety or overhea. Allowable Loa Capacities or Carbon Steel Tie-Wire Spike in Normal-Weight Concrete,2,3 Embement /8 (28.6) /8 (28.6) Concrete Compressive Strength ( c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear (.) (.) (.2) (.) (.3) (.) (.2) (.5) (.3) (.5) (.4) (.5). Allowable loa capacities are calculate using an applie saety actor o 4.0. Consieration o saety actors o 0 or higher may be necessary epening on the application, such as lie saety or overhea. 2. Linear interpolation may be use to etermine allowable loas or intermeiate compressive strengths. 3. Allowable loa capacities are multiplie by reuction actors oun in the Design Criteria section when anchor spacing or ege istances are less than critical istances. Powers USA: (800) or (94) Canaa: (905) or (54)

7 Spike PERFORMANCE DATA Ultimate Loa Capacities or Carbon Steel Forming Spike in Normal-Weight Concrete,2 Embe. Embe. 3/4 2 /2 (63.5) Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) 780,800,000 2,000,260 2,55,260 2,30 (3.5) (8.) (4.5) (9.0) (5.7) (9.7) (5.7) (0.4) 830,85,200 2,020,40 2,220,40 2,585 (3.7) (8.2) (5.4) (9.) (6.3) (0.0) (6.3) (.6). Tabulate loa values are or anchors installe in concrete. Concrete compressive strength must be at the speciie minimum at the time o installation. 2. Ultimate loa capacities must be reuce by a minimum saety actor o 4.0 or greater to etermine allowable working loa. Consieration o saety actors o 0 or higher may be necessary epening upon the application such as lie saety or overhea. Allowable Loa Capacities or Carbon Steel Forming Spike in Normal-Weight Concrete,2,3 Ultimate Loa Capacities or Spike in Structural Lightweight Concrete,2,3 /2 (2.7) Concrete Compressive Strength ( c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear 440, , ,280 (2.0) (5.8) (.8) (5.8) (.7) (5.8) 480, , ,720 (2.2) (7.7) (2.0) (7.7) (.8) (7.7),40 3, , ,000 (5.) (3.5) (4.3) (3.5) (3.6) (3.5),860 6,440,860 6,440,860 6,440 (8.4) (29.0) (8.4) (29.0) (8.4) (29.0). Tabulate loa values are applicable to carbon an stainless steel anchors. 2. Tabulate loa values are or anchors installe in concrete. Concrete compressive strength must be at the speciie minimum at the time o installation. 3. Ultimate loa capacities must be reuce by a minimum saety actor o 4.0 or greater to etermine allowable working loa. Consieration o saety actors o 0 or higher may be necessary epening upon the application such as lie saety or overhea. /2 (2.7) Embe. Allowable Loa Capacities or Spike in Structural Lightweight Concrete,2,3,4 Embe. 3/4 2 /2 (63.5) Concrete Compressive Strength ( c ) 2,000 psi (3.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) (0.9) (2.0) (.) (2.3) (.4) (2.4) (.4) (2.6) (0.9) (2.0) (.4) (2.3) (.6) (2.5) (.6) (2.9). Allowable loa capacities are calculate using an applie saety actor o 4.0. Consieration o saety actors o 0 or higher may be necessary epening on the application, such as lie saety or overhea. 2. Linear interpolation may be use to etermine allowable loas or intermeiate compressive strengths. 3. Allowable loa capacities are multiplie by reuction actors oun in the Design Criteria section when anchor spacing or ege istances are less than critical istances. Concrete Compressive Strength ( c ) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 5,000 psi (34.5 MPa) Tension Shear Tension Shear Tension Shear (0.5) (.4) (0.5) (.4) (0.4) (.4) (0.5) (.9) (0.5) (.9) (0.5) (.9) (.3) (3.4) (.) (3.4) (0.9) (3.4) 465,60 465,60 465,60 (2.) (7.2) (2.) (7.2) (2.) (7.2). Tabulate loa values are applicable to carbon an stainless steel anchors. 2. Allowable loa capacities are calculate using an applie saety actor o 4.0. Consieration o saety actors o 0 or higher may be necessary epening on the application, such as lie saety or overhea. 3. Linear interpolation may be use to etermine ultimate loas or intermeiate compressive strengths. 4. Allowable loa capacities are multiplie by reuction actors oun in the Design Criteria section when anchor spacing or ege istances are less than critical istances. 7 Canaa: (905) or (54) Powers USA: (800) or (94)

8 Spike PERFORMANCE DATA Ultimate an Allowable Loa Capacities or Carbon an Stainless Steel Spike s Installe Through Metal Deck into Structural Lightweight Concrete,2,3,4 /2 (2.7) Embement Lightweight Concrete Over 20 Ga. Steel Deck c 3,000 psi (20.7 MPa) Ultimate Loa -/2" Wie Deck Allowable Loa Tension Shear Tension Shear 560 2, (2.5) (9.0) (0.6) (2.3) 560 2, (2.5) (9.0) (0.6) (2.3) 3/ , (2.7) (.8) (0.7) (2.9) 2 /2,20 3, (63.5) (5.0) (3.6) (.3) (3.4). Tabulate loa values are or carbon steel an stainless steel anchors installe in san-lightweight concrete over steel eck. Concrete compressive strength must be at the speciie minimum at the time o installation. 2. Allowable loa capacities are calculate using a saety actor o 4.0. Consieration o saety actors o 0 or higher may be necessary epening on the application, such as lie saety or overhea. 3. Spacing istances shall be in accorance with the spacing table or structural lightweight concrete liste in the Design Criteria section. 4. s are permitte to be installe in the lower or upper lute o the steel eck provie the proper installation proceures are maintaine. Ultimate an Allowable Loa Capacities or Carbon Steel an Stainless Steel Spike in Groute Concrete Masonry,2,3,4 Embement 7/8 (22.2) Normal-Weight CMU, m,500 psi (0.4 MPa) Ultimate Loa Allowable Loa Carbon Steel Spike Stainless Steel Spike Carbon Steel Spike Stainless Steel Spike (.3) (2.4) (.3) (2.4) (0.2) (0.5) (0.2) (0.5) (.8) (2.7) (.4) (2.7) (0.4) (0.5) (0.3) (0.5) 740, , (3.3) (4.9) (3.3) (8.9) (0.7) (.9) (0.7) (.8) 670, , (3.0) (8.3) (2.9) (7.3) (0.6) (.7) (0.6) (.5) 800 2,00 770, (3.6) (3.5) (8.5) (0.7) (.9) (0.7) (.7). Tabulate loa values are or anchors installe in minimum 6-inch wie, minimum Grae N, Type II, lightweight, meium-weight or normal-weight concrete masonry units conorming to ASTM C 90. Mortar must be minimum Type N. Masonry cells may be groute. Masonry compressive strength must be at the speciie minimum at the time o installation ('m,500 psi).. 2. Allowable loa capacities liste are calculate using an applie saety actor o 5.0. Consieration o saety actors o 0 or higher may be necessary epening upon the application such as lie saety, an in sustaine tensile loaing applications. 3. Linear interpolation may be use to etermine allowable loa capacities or intermeiate embements. 4. The tabulate values are or anchors installe at a minimum o 6 anchor iameters on center. Powers USA: (800) or (94) Canaa: (905) or (54)

9 Spike DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Combine Loaing For anchors loae in both shear an tension, the combination o loas shoul be proportione as ollows: Nu ( Nn ) Vu ( Vn ) + Where: Nu = Applie Service Tension Loa Nn = Allowable Tension Loa Vu = Applie Service Shear Loa Vn = Allowable Shear Loa Loa Ajustment Factors or Spacing an Ege Distances in Concrete Dimension Loa Type Installe in Normal-Weight Concrete Critical Distance (Full Capacity) Critical Loa Factor Distance (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr = 2.0hv F Ns = F vs =.0 s min = hv F NS = F VS = 0.50 Ege Distance (c) Tension c cr = 4 F Nc =.0 c min = 5 FNC = 0.80 Shear c cr = 4 F Vc =.0 c min = 5 FVC = 0.50 Dimension Loa Type Installe in Structural Lightweight Concrete Critical Distance (Full Capacity) Critical Loa Factor Distance (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr = 3.0hv F Ns = F Vs =.0 s min =.5 hv F NS = F VS = 0.50 Ege Distance (c) Tension c cr = 4 F Nc =.0 c min = 7 FNC = 0.80 Shear c cr = 4 F Vc =.0 c min = 7 FVC = Allowable loa values oun in the perormance ata tables are multiplie by reuction actors when anchor spacing or ege istances are less than critical istances. Linear interpolation is allowe or intermeiate anchor spacing an ege istances between critical an minimum istances. When an anchor is aecte by both reuce spacing an ege istance, the spacing an ege reuction actors must be combine (multiplie). Multiple reuction actors or anchor spacing an ege istance may be require epening on the anchor group coniguration. 9 Canaa: (905) or (54) Powers USA: (800) or (94)

10 DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Loa Ajustment Factors or Normal-Weight Concrete Spacing, Tension (F Ns) & Shear ( F Vs) Dia. () /2 () 7/8 7/8 2 /2 2 3/4 s cr () 3/4 2 2 /2 3/4 2 2 /2 5 5 /2 s min () 7/8 7/8 2 /2 2 3/4 7/ / / / / /2.00 Spacing, s (inches) Spike Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to 2 embement epths (2 hv) at which the anchor achieves 00% o loa. spacing (s min) is equal to embement epth () at which the anchor achieves 50% o loa. Ege Distance, Tension (F Nc) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 7/8 2 / / / / / Ege Distance, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% o loa. ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 50% o loa. Ege Distance, Shear (F Vc) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 7/8 2 / / / / / Ege Distance, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% o loa. ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 25% o loa. Powers USA: (800) or (94) Canaa: (905) or (54)

11 Spike DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Loa Ajustment Factors or Structural Lightweight Concrete Spacing, Tension (F Ns) & Shear (FVs) Dia. () /2 () 7/8 7/8 2 /2 2 3/4 s cr () 2 5/ /4 2 5/ /4 7 /2 8 s min () /2 7/8 /2 7/8 3 3/4 4 / / / / / / / / Spacing, s (inches) Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to 3 embement epths (3hv) at which the anchor achieves 00% o loa. spacing (s min) is equal to.5 embement epth (.5) at which the anchor achieves 50% o loa. Ege Distance, Tension (F Nc) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 3/4 2 5/8 3 / / / / Ege Distance, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% o loa. ege istance (c min) is equal to 7 anchor iameters (7) at which the anchor achieves 50% o loa. Ege Distance, Shear (F Vc) Dia. () /2 c cr () 2 5/8 3 /2 5 7 c min () 3/4 2 5/8 3 / / / / Ege Distance, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% o loa. ege istance (c min) is equal to 7 anchor iameters (7) at which the anchor achieves 40% o loa. Canaa: (905) or (54) Powers USA: (800) or (94)

12 Spike ORDERING INFORMATION Mushroom Hea Carbon Steel Spike (Tamperproo) Cat. No. Size Drill M Embe. St. Box St. Carton Wt./ " x " " 7/8" 00, " x " " 7/8" 00,000 / " x /2" " " 00,000 3/ " x 2" " " 00, " x 2 /2" " " 00, " x 3" " " 00,000 2 /2 55 " x 3 /2" " " 00,000 3 /2 552 " x 4" " " " x " " 7/8" 00,000 / " x " " " 00, " x /2" " " 00,000 2 / " x 2" " " 00, " x 2 /2" " " 00, " x 3" " " 00,000 4 /2 553" x 3 /2" " " 00,000 4 / " x 4" " " 00,000 5 / " x 2" " 3/4" / " x 2 /2" " 3/4" " x 3" " 3/4" " x 3 /2" " 3/4" x 4 3/ x 5 3/ x 6 3/ /2 x 2 3/4 /2 2-/ /2 x 3 /2 /2 2-/ /2 x 4 /2 2-/ /2 x 5 /2 2-/ /2 x 6 /2 /2 2-/ The publishe length is measure rom below the hea to the en o the anchor. Flat Hea Carbon Steel Spike (Tamperproo) Cat. No. Size Drill M Embe. St. Box St. Carton Wt./ " x 2 /2" " " 00, " x 3" " " 00,000 2 /2 562 " x 4" " " 00, " x /2" " " 00,000 2 / " x 2" " " 00, " x 2 /2" " " 00, / " x 3" " " 00,000 4 /2 563" x 3 /2" " " 00, " x 4" " " /4 The publishe length is the overall length o the anchor. Powers USA: (800) or (94) Canaa: (905) or (54)

13 Spike ORDERING INFORMATION Mushroom Hea Type 36 Stainless Spike (Tamperproo) Cat. No. Size Drill M Embe. St. Box St. Carton Wt./ " x " " 7/8" 00, " x " " 7/8" 00,000 / " x /2" " 7/8" 00,000 3/ " x 2" " 7/8" 00, " x " " 7/8" 00, " x /2" " 7/8" 00,000 2 / " x 2" " 7/8" 00, " x 2 /2" " 7/8" 00, " x 3" " 7/8" 00,000 4 / " x 2" " 7/8" / " x 2 /2" " 3/4" " x 3" " 3/4" The publishe length is measure rom below the hea to the en o the anchor. Pipe Spike Cat. No. Size Drill M Embe. St. Box St. Carton Wt./ " " " 00, " " 3/4" Designe or ro hanging. Tie-Wire Spike Catalog Drill Tie Wire Stanar Stanar Number Size Embe. Hole Size Box Carton Wt./ " " /8" " " " /8" 9/32" /2 Designe or suspene ceilings. Forming Spike Cat. No. Size Drill M Embe. St. Box St. Carton Wt./ " x /2" " " 00,000 2 / " x 2" " " 00, " x 2 3/4" " " 00, " x 2 3/4" " " 00,000 5 Designe or concrete orming. The publishe length is measure rom below the hea to the en o the anchor. 3 Canaa: (905) or (54) Powers USA: (800) or (94)

14 Spike ORDERING INFORMATION Spike Drivers While the SPIKE anchor can easily be installe using a hammer, a specially esigne series o rivers an manual tools provie a ast, easy to use metho or installing SPIKE anchors into concrete an masonry materials. The tools allow the SPIKE anchor to be installe in conine areas an prevent amage to the ixture rom stray hammer blows. Catalog Number Tool Description Guie I.D. Stanar Box Wt./ Spike Driver 000 /2" 379 Spike Driver 2000 /2" The SPIKE Driver 000 is a one piece tool with an SDS shank orme on one en an a retractable guie on the other. The river is esigne to it irectly into the chuck o an SDS rotary hammer rill to provie maximum impact energy or aster riving. Once the anchor hole is rille, insert the SPIKE Driver 000 into the chuck o the rotary hammer rill. Insert the tip o the SPIKE through the ixture into the anchor hole, then place the guie over the hea o the SPIKE. Turn the rotary hammer on an rive the SPIKE until it is at the require embement in the base material an seate lush against the ixture. As the SPIKE is riven into the base material, the guie retracts until the anchor is ully seate. This river is normally use with a two person installation team where one installer is rilling the anchor holes while the other positions the ixture an sets the anchor. The SPIKE Driver 2000 is a variation o the 000 tool which is esigne to be use in conjunction with a " x 4" or " x 4" SDS carbie tippe bit. The Driver has a recesse en which is slippe over the SDS bit on one en an a retractable guie on the other. Once the anchor hole is rille, slip the SPIKE Driver 2000 over the " or " SDS bit. Drive the SPIKE anchor with the rotary hammer until it is seate lush against the ixture an at the require embement in the base material. As the SPIKE is riven into the base material, the guie retracts until the anchor is ully seate. Once the SPIKE is installe,remove the river rom the SDS bit an rill the next anchor hole. Pipe Spike Setting Tool When installing the " Pipe SPIKE, this tool is esigne to make riving easier. The tool has a guie tip on which the " Pipe SPIKE is mounte which helps to protect the internal threas uring the riving operation. A large hanle provies a convenient gripping area an a large bearing surace to accept the hammer blows. Simply position the " Pipe SPIKE on the tool an insert the tip o the anchor into the hole. Give the en o the hanle several sharp hammer blows to rive the " Pipe SPIKE into the base material until it is at the require embement. Catalog Number Tool Description Tip O.D. Stanar Box Wt./ Pipe Spike Setting Tool 5/6" Spike Driver Selection Guie Style Size Pipe Mushroom " X X Mushroom " X X Flat Hea " X X Flat Hea " X X Pipe " X X Pipe " X Tie-Wire " X X Forming " X X Forming " X X 20 Powers Fasteners, Inc. All Rights Reserve. Spike is a registere traemark o Powers Fasteners, Inc. For up to ate inormation please visit Powers USA: (800) or (94) Canaa: (905) or (54)