Power-Bolt+ (PB+) Heavy Duty Sleeve Anchor

Transcription

1 Power-Bolt+ (PB+) Heavy Duty Sleeve Anchor PRODuCT DESCRIPTION The Power-Bolt+ (PB+) anchor is a torque controlle, heavy uty sleeve style anchor which is esigne for consistent performance in cracke an uncracke concrete. Suitable base materials inclue normal-weight concrete an san-lightweight concrete. The anchor is manufacture with a zinc plate carbon steel bolt, sleeve, cone an expansion clip. The PB+ has a low profile finishe hex hea. GENERAL APPLICATIONS AND uses Structural connections, i.e., beam an column anchorage Safety-relate attachments an tension zone applications Interior applications / low level corrosion environment Heavy uty applications Power-Bolt+ Mini Dropin (PB+) SECTION CONTENTS Page No. General Information... 1 Material Specifications... 1 Installation Instructions... 2 ASD Installation Specifications... 3 Reference Performance Data... 4 ASD Performance Data... 4 ASD Design Criteria...5 Strength Design Information... 6 SD Performance Data...9 Orering Information FEATuRES AND BENEFITS + Consistent performance in high an low strength concrete + rill bit size is the same as the anchor iameter + Anchor can be installe through stanar fixture holes + Length ID coe an ientifying marking stampe on hea of each anchor + Anchor esign allows for follow-up expansion after setting uner tensile loaing + High shear loa capacity APPROVALS AND LISTINGS International Coe Council, Evaluation Service (ICC-ES), ESR-3260 for cracke an uncracke concrete Coe compliant with International Builing Coe (IBC) an International Resiential Coe (IRC) Teste in accorance with ACI an ICC-ES AC193 (incluing ASTM E 488) for use in structural concrete uner the esign provisions of ACI 318 (Strength Design metho using Appenix D) Evaluate an qualifie by an accreite inepenent testing laboratory for recognition in cracke an uncracke concrete incluing seismic an win loaing (Category 1 anchors) GuIDE SPECIFICATIONS CSI Divisions: Concrete Anchoring an Post Installe Concrete Anchors Expansion anchors shall be Power-Bolt+ (PB+) as supplie by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installe in accorance with publishe instructions an the Authority Having Jurisiction. MATERIAL SPECIFICATIONS Power-Bolt+ (PB+) Assembly HEAD STYLES Finishe Hex Hea ANCHOR MATERIALS Zinc plate carbon steel bolt, washer, cone, sleeve, an expansion clip; assemble with a plastic compression ring an retainer nut ANCHOR SIZE RANGE (TYP.) 1/2 iameter through 5/8 iameter SUITABLE BASE MATERIALS Normal-weight concrete San-lightweight concrete E SEISMIC REGION QUALIFICATION Anchor component Bolt Washer Cone Expansion Clip Metal Sleeve Compression Ring & Retainer Nut Plating Specification Meium carbon steel (Grae 8 equivalent) Conforms to ASTM F844 AISI C1035-C1040 AISI C1045-C1050 Meium carbon steel tubing (seamless) Engineere plastic Zinc plating accoring to ASTM B 633, SC1 Type III (Fe/Zn 5). Minimum plating requirements for Mil Service Conition. This Prouct Available In Powers Design Assist Real Time Anchor Design Software Powers USA: (800) or (914) Canaa: (905) or (514)

2 Power-Bolt+ (PB+) INSTALLATION INSTRuCTIONS Installation Instructions for Power-Bolt+ (PB+) Anchor 1. Using the proper rill bit size, rill a hole into the base material to the require epth. The tolerances of the rill bit use shoul meet the requirements of ANSI Stanar B Remove ust an ebris from the hole using a han pump, compresse air or a vacuum. 3. Drive anchor through the fixture into the hole. Be sure the anchor is riven to the minimum require embement epth, h nom. 4. Tighten the anchor with a torque wrench by applying the require installation torque, T inst. ANCHOR SPECIFICATIONS Hea Marking Power-Bolt+ (PB+) Anchor Assembly Compression Ring PB+ Symbol = Power-Bolt+ Strength Design Compliant (see orering information) Letter Coe = Length Ientification Mark Retention Nut Cone Expansion Wege (Clip) Sleeve Washer Bolt Length Ientification Mark A B C D E F G H I J K L M N O P Q R From 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 9-1/2 10" Up to but not incluing 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 9-1/2 10" 11" Length ientification mark inicates overall length of anchor. 2 Canaa: (905) or (514) Powers USA: (800) or (914)

3 Power-Bolt+ (PB+) INSTALLATION SPECIFICATIONS Power-Bolt+ (PB+) Anchor Installation Specifications Power-Bolt+ (PB+) Anchor Detail Anchor Property/Setting Information Notation Units Anchor outsie iameter a Internal bolt iameter (UNC) - rill bit iameter bit Minimum iameter of hole clearance in fixture h Minimum embement epth h v Minimum hole epth h o Minimum member thickness h min Installation torque T inst ft.-lbf. (N-m) Bolt Hea Height - Norminal Anchor Diameter () 1/2 5/ (12.7) 3/8 (9.5) 1/2 ANSI 9/16 (14.3) 3-1/4 (83) 3-1/2 (84) 5 (127) 40 (54) 9/32 (7.1) (15.9) 7/16 (11.1) 5/8 ANSI 11/16 (17.5) 3-3/4 (95) 4 (102) 6-1/2 (165) 60 (81) 5/16 (7.9) Torque wrench/socket size - 3/4 15/16 For SI:1 inch = 25.4 mm, 1 ft-lbf = N-m. Powers USA: (800) or (914) Canaa: (905) or (514)

4 Power-Bolt+ (PB+) REFERENCE PERFORMANCE DATA ultimate Loa Capacities for Power-Bolt+ (PB+) in Normal-Weight Concrete 1 Anchor Diameter Minimum Embement Depth Minimum Concrete Compressive Strength - f c (psi) 2,500 3,000 4,000 6,000 8,000 1/2 2-1/2 3,880 7,420 4,250 8,030 4,905 8,030 5,150 8,030 5,518 8,030 1/2 3 5,190 8,030 5,685 8,030 6,560 8,030 7,985 8,030 9,065 8,030 1/2 3-1/4 7,120 8,030 7,660 8,030 8,645 8,030 9,400 8,030 10,835 8,030 5/8 2-3/4 4,745 9,975 5,195 10,930 6,000 12,620 6,845 13,155 7,200 13,155 5/8 3-1/2 6,995 9,975 7,660 10,930 8,845 12,620 11,325 13,155 12,900 13,155 5/8 3-3/4 8,710 12,015 9,545 14,320 11,020 16,535 12,820 18,250 14,800 18, The tabulate loa values are applicable to single anchors installe in uncracke concrete with no ege or spacing consierations. ALLOWABLE STRESS DESIGN (ASD) PERFORMANCE DATA Allowable Loa Capacities for Power-Bolt+ (PB+) in Normal-Weight Concrete 1,2,3 Anchor Diameter Minimum Embement Depth Minimum Concrete Compressive Strength - f c (psi) 2,500 3,000 4,000 6,000 8,000 1/2 2-1/ ,855 1,065 2,010 1,225 2,010 1,290 2,010 1,380 2,010 1/2 3 1,300 2,010 1,420 2,010 1,640 2,010 1,995 2,010 2,265 2,010 1/2 3-1/4 1,780 2,010 1,915 2,010 2,160 2,010 2,350 2,010 2,710 2,010 5/8 2-3/4 1,185 2,495 1,300 2,735 1,500 3,155 1,710 3,290 1,800 3,290 5/8 3-1/2 1,750 2,495 1,915 2,735 2,210 3,155 2,830 3,290 3,225 3,290 5/8 3-3/4 2,180 3,005 2,385 3,580 2,755 4,135 3,205 4,565 3,700 4, 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 on the applications, such as life safety or overhea. 2. Tabulate loa values are for anchors installe in concrete. Concrete compressive strength must be at the specifie minimum at the time of installation. 3. Allowable loa capacities are multiplie by reuction factors when anchor spacing or ege istances are less than critical istances. 4 Canaa: (905) or (514) Powers USA: (800) or (914)

5 Power-Bolt+ (PB+) ALLOWABLE STRESS DESIGN (ASD) esign criteria Spacing Reuction Factors - (F NS ) Ege Distance Reuction Factors- (F NC ) Diameter (in) 1/2 5/8 Diameter (in) 1/2 5/8 Critical Spacing s cr (in) 7-7/8 9 Critical Distance c cr (in) 8 6 Minimum Spacing s min (in) 4-1/2 6 Minimum Ege Distance c min (in) 3-1/4 4-1/2 M Slab Thickness h min (in) 5 6-1/2 M Slab Thickness h min (in) 5 6-1/2 Minimum Embement h v (in) 2-5/8 3 Minimum Embement h v (in) 2-5/ / / / Spacing Distance (inches) 5-1/ Ege Distance (inches) / / / / / / / Spacing Reuction Factors - (F VS ) Ege Distance Reuction Factors - (F VC ) Diameter (in) 1/2 5/8 Diameter (in) 1/2 5/8 Critical Spacing s cr (in) 7-7/8 9 Critical Distance c cr (in) 7-7/8 9 Minimum Spacing s min (in) 4-1/2 6 Minimum Distance c min (in) 3-1/4 4-1/2 M Slab Thickness h min (in) 5 6-1/2 M Slab Thickness h min (in) 5 6-1/2 Minimum Embement h v (in) 2-5/8 3 Minimum Embement h v (in) 2-5/ / / / Spacing Distance (inches) 5-1/ / / Ege Distance (inches) / / / / / / Powers USA: (800) or (914) Canaa: (905) or (514)

6 Power-Bolt+ (PB+) STRENGTH DESIGN INFORMATION Power-Bolt+ (PB+) Anchor Installation Specifications 1 Anchor Property/Setting Information Notation Units Anchor outsie iameter a Internal bolt iameter (UNC) - Minimum iameter of hole clearance in fixture h rill bit iameter bit Minimum nominal embement epth h nom Effective embement h ef Minimum hole epth 3 h hole Minimum member thickness h min Minimum overall anchor length 2 lanch Minimum ege istance c min Minimum spacing istance s min Critical ege istance c ac Installation torque T inst ft.-lbf. (N-m) Bolt Hea Height - Norminal Anchor Diameter () 1/2 5/ (12.7) 3/8 (9.5) 9/16 (14.3) 1/2 ANSI 3-1/4 (83) 2-5/8 (67) 3-3/4 (95) 5 (127) 3-1/2 (89) 3-1/4 (83) 4-1/2 (114) 8 (203) 40 (54) 1/4 (7.1) (15.9) 7/16 (11.1) 11/16 (17.5) 5/8 ANSI 3-3/4 (95) 3 (76) 4-1/4 (108) 6-1/2 (165) 4 (102) 4-1/2 (114) 6 (152) 6 (152) 60 (81) 5/16 (7.9) Torque wrench/socket size - 3/4 15/16 For SI:1 inch = 25.4 mm, 1 ft-lbf = N-m. 1. The information presente in this table is to be use in conjunction with the esign criteria of ACI 318 Appenix D. 2. The liste minimum overall anchor length is base on anchor sizes available at the time of publication compare with the requirements for the minimum nominal embement epth an fixture attachment. 3. For installations with fixture thickness 1/4 inch or greater, the minimum hole epth may be reuce by 1/4 inch. Power-Bolt+ (PB+) Anchor Detail 6 Canaa: (905) or (514) Powers USA: (800) or (914)

7 Power-Bolt+ (PB+) STRENGTH DESIGN INFORMATION Design information for Power-Bolt+ (PB+) Anchor in Concrete (for use with loa combinations taken form ACI 318, Section 9.2) 1,2 Design Characteristic Notation Units Anchor Diameter 1/2 5/8 Anchor category 1,2 or embement epth h nom STEEL STRENGTH IN TENSION 4 Minimum specifie yiel strength f y ksi (N/mm 2 ) Minimum specifie ultimate tensile strength 9 f uta ksi (N/mm 2 ) Effective tensile stress area (threas) A se in 2 (mm 2 ) Steel strength in tension 9 N sa lb 3-1/4 (83) 130 (896) 150 (1034) (50) 9,685 (43.1) Reuction factor for steel strength 3 Φ Effective embement h ef CONCRETE BREAKOUT STRENGTH IN TENSION Effectiveness factor for uncracke concrete k ucr Effectiveness factor for cracke concrete k cr Moification factor for cracke an uncracke concrete 5 ψ c,n Critical ege istance (uncracke concrete) c ac Reuction factor for concrete breakout strength 3 Φ (Conition B) (67) 8 (203) 3-3/4 (95) 130 (896) 150 (1034) (68.6) 13,285 (59.1) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS) 7 Characteristic pullout strength, uncracke concrete (2,500 psi) N p,uncr lb Not Applicable 6 Not Applicable 6 Characteristic pullout strength, cracke concrete (2,500 psi) N p,cr lb Not Applicable 6 Not Applicable 6 Reuction factor for pullout strength 3 Φ (Conition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS 7 Characteristic pullout strength, seismic (2,500 psi) 8 9 N lb eq Not Applicable 6 Not Applicable 6 Reuction factor for pullout strength 3 Φ (Conition B) For SI: 1 inch = 25.4 mm; 1 ksi = N/mm 2 ; 1 lb = kn. 1. The ata in this table is intene to be use with the esign provisions of ACI 318 Appenix D; for anchors resisting seismic loa combinations the aitional requirements of ACI 318 D.3.3 must apply. 2. Installation must comply with publishe instructions an etails. 3. All values of Φ apply to the loa combinations of IBC Section , UBC Section , or ACI 318 Section 9.2. If the loa combinations of UBC Section or ACI 318 Appenix C are use, the appropriate value of Φ must be etermine in accorance with ACI 318 D.4.5. For reinforcement that complies with ACI 318 Appenix D requirements for Conition A, the appropriate Φ factor must be etermine in accorance with ACI 318 D The PB+ is consiere a uctile steel element as efine by ACI 318 D.1. Tabulate values for steel strength in tension must be use for esign. 5. For all esign cases use ψ c, N = 1.0. The appropriate effectiveness factor for cracke concrete (kcr) or uncracke concrete (k uncr ) must be use. 6. Pullout strength will not control esign of inicate anchors. Do not calculate pullout strength for inicate anchor size an embement. 7. Anchors are permitte to be use in san-lightweight concrete provie that N b,an N pn are multiplie by a factor of Tabulate values for characteristic pullout strength in tension are for seismic applications an base on test results in accorance with ACI 355.2, Section For 2003 IBC, futa replaces fut ; N sa replaces N s ; ψ cp replaces ψ 3 ; an N eq replaces N p,seis (76) 6 (152) Powers USA: (800) or (914) Canaa: (905) or (514)

8 Power-Bolt+ (PB+) STRENGTH DESIGN INFORMATION Design information for Power-Bolt+ (PB+) Anchor in Concrete (for use with loa combinations taken form ACI 318, Section 9.2) 1,2 Anchor Diameter Design Characteristic Notation Units 1/2 5/8 Anchor category 1, 2 or embement epth h nom STEEL STRENGTH IN SHEAR 4 Minimum specifie yiel strength f y ksi (N/mm 2 ) Minimum specifie ultimate strength 8 f uta ksi (N/mm 2 ) Effective tensile stress area (threas) A se in 2 (mm 2 ) Steel strength in shear 5 8 V sa lb 3-1/4 (83) 130 (896) 150 (1034) (69.0) 6,005 (26.7) Reuction factor for steel strength 3 Φ /4 (95) 130 (896) 150 (1034) (93.7) 13,415 (59.7) CONCRETE BREAKOUT STRENGTH IN SHEAR 6 Loa bearing length of anchor (h ef or 8 o, whichever is less) l e 8 in (67) anchor iameter a in (12.7) Reuction factor for concrete breakout 3 Φ (Conition B) (76) (15.9) PRYOUT STRENGTH IN SHEAR 6 Coefficient for pryout strength (1.0 for h ef < 2.5, 2.0 for h ef 2.5 ) Effective embement h ef in k cp Reuction factor for pryout strength 3 Φ (Conition B) (675) (76) Steel strength in shear, seismic 7 V eq 8 lb STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS 4,565 (20.3) 7,425 (33.0) Reuction factor for steel strength in shear for seismic 3 Φ For SI: 1 inch = 25.4 mm; 1 ksi = N/mm 2 ; 1 lb = kn. 1. The ata in this table is intene to be use with the esign provisions of ACI 318 Appenix D; for anchors resisting seismic loa combinations the aitional requirements of ACI 318 D.3.3 must apply. 2. Installation must comply with publishe instructions an etails. 3. All values of Φ apply to the loa combinations of IBC Section , UBC Section , or ACI 318 Section 9.2. If the loa combinations of UBC Section or ACI 318 Appenix C are use, the appropriate value of Φ must be etermine in accorance with ACI 318 D.4.5. For reinforcement that complies with ACI 318 Appenix D requirements for Conition A, the appropriate Φ factor must be etermine in accorance with ACI 318 D The PB+ is consiere a uctile steel element as efine by ACI 318 D Tabulate values for steel strength in shear must be use for esign. These tabulate values are lower than calculate results using equation D-20 in ACI , ACI 318 D an D-18 in ACI , D Anchors are permitte to be use in san-lightweight concrete provie that V b, an V cp an V cpg are multiplie by a factor of Tabulate values for steel strength in shear are for seismic applications an base on test results in accorance with ACI 355.2, Section For the 2003 IBC f uta replaces f ut ; V sa replaces V s ;l e replaces l; an V eq replaces V sa,seis. 8 Canaa: (905) or (514) Powers USA: (800) or (914)

9 Power-Bolt+ (PB+) STRENGTH DESIGN PERFORMANCE DATA Factore esign strength ΦN n an ΦV n Calculate in accorance with ACI 318 Appenix D Teste to the International Builing Coe an Design Strengths for Power-Bolt+ (PB+) in Cracke Concrete 1,2,3,4,5,6 Minimum Concrete Compressive Strength, f c (psi) Anchor Diameter () Embe. hnom () ΦNn 2,500 3,000 4,000 6,000 8,000 ΦVn ΦNn ΦVn ΦNn ΦVn ΦNn ΦVn ΦNn ΦVn 1/2 3-1/4 2,350 3,525 2,575 3,860 2,970 3,905 3,640 3,905 4,205 3,905 5/8 3-3/4 2,870 3,310 3,145 3,626 3,630 4,190 4,450 5,130 5,135 5,920 an Design Strengths for Power-Bolt+ (PB+) in Uncracke Concrete 1,2,3,4,5,6 Minimum Concrete Compressive Strength, f c (psi) Anchor Diameter () Embe. h nom () ΦN n 2,500 3,000 4,000 6,000 8,000 ΦV n ΦN n ΦV n ΦN n ΦV n ΦN n ΦV n ΦN n ΦV n 1/2 3-1/4 3,730 3,905 4,090 3,905 4,720 3,905 5,780 3,905 6,675 3,905 5/8 3-3/4 4,560 4,635 4,995 5,076 5,770 5,865 7,065 7,180 8,155 8,290 Legen Steel Strength Controls Concrete Breakout Strength Controls 1. Tabular values are provie for illustration an are applicable for single anchors installe in normal-weight-concrete with minimum slab thickness, h a = h min, an with the following conitions: - c a1 is greater than or equal to the critical ege istance, c ac (table values base on c a1 = c ac ). - c a2 is greater than or equal to 1.5 c a1. 2. Calculations were performe accoring to ACI Appenix D. The loa level corresponing to the controlling failure moe Ca1 is liste. (e.g. For tension: steel, concrete breakout an pullout; For shear: steel, concrete breakout an pryout). Furthermore, the capacities for concrete breakout strength in tension an pryout strength in shear are calculate using the effective Ca2 ha embement values, h ef, for the selecte anchors as note in the esign information table s. Please also reference the installation specifications for more information. 3. Strength reuction factors (Φ) were base on ACI 318 Section 9.2 for loa combinations. Conition B is assume. 4. Tabular values are permitte for static loas only, seismic loaing is not consiere with these tables. 5. For esigns that inclue combine tension an shear, the interaction of tension an shear loas must be calculate in accorance with ACI 318 Appenix D. 6. Interpolation is not permitte to be use with the tabular values. For intermeiate base material compressive strengths please see ACI 318 Appenix D. For other esign conitions incluing seismic consierations please see ACI 318 Appenix D. Powers USA: (800) or (914) Canaa: (905) or (514)

10 Power-Bolt+ (PB+) ORDERING INFORMATION Power-Bolt+ (Carbon Steel Version Finishe Hex Hea) Cat. No. Anchor Size Maximum Fixture Thickness Box Qty. Carton Qty. 6930SD 1/2" x 2-3/4" 1/4" SD 1/2" x 3-1/2" 1/4" SD 1/2" x 4-3/4" 1-1/2" SD 1/2" x 5-3/4" 2-1/2" SD 5/8" x 3" 1/4" SD 5/8" x 4" 1/4" SD 5/8" x 5" 1-1/4" SD 5/8" x 6" 2-1/4" SD 5/8" x 8-1/2" 4-3/4" Shae catalog numbers enote sizes which are less than the minimum stanar anchor length for strength esign. The publishe size inclues the iameter an the length is measure from below the washer to the en of the anchor. Installation Accessories Cat. No. Anchor Size Box Qty Ajustable torque wrench with 1/2" square rive (25 to 250 ft.-lbs.) Han pump / ust blower Powers Fasteners, Inc. All Rights Reserve. Power-Bolt+ is a Registere Traemark of Powers Fasteners, Inc. For the most current information please visit Canaa: (905) or (514) Powers USA: (800) or (914)