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HomeMy WebLinkAbout118 E 1st St Technical - BuildingTECHNICAL Permit# OR y10 Address 1 S-� S+" Project descnpfion ?rrr �in9 Date the permit was finaled Number of technical pages 2$ Power- StudTM Power Stud" Wedge Expansion Anchor SPECIFICATION DESIGN MANUAL PRODUCT DESCRIPTION The Power -Stud anchor, formerly known as the Rawl -Stud, is a fully threaded, torque controlled, wedge expansion anchor which is designed for consistent performance. It is available in threaded, rod hanger and tie -wire versions suitable for applications in solid concrete and grout filled concrete masonry. The threaded version is produced in carbon steel and stainless steel to offer various levels of corrosion resistance depending on use. The drill bit diameter necessary for proper installation is the same as the anchor diameter GENERAL APPLICATIONS AND USES Water Treatment Plants and Marine Applications Lighting Standards Sill Plates and Support Ledgers Structural Anchorage Retrofit Projects and Machinery Anchorage Seismic Attachments Food and Beverage Facilities FEATURES AND BENEFITS Heavy and medium duty all- purpose anchor Tested in accordance with ASTM E488 and AC01 criteria Qualified for seismic and wind load applications Drill bit diameter is the same as the anchor diameter Length ID stamped on each threaded anchor Anchors can be installed through the fixture, no need for hole spotting Chamfered impact section prevents damage to threads Length of holes can be over drilled or bottomless Convenient, fully threaded body no shims required Clip design prevents spinning during installation APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICC -ES) ESR -1532 (formerly listed in ICBO ES ER -5225) Southern Building Code Conference International (SBCCI) #9943A City of Los Angeles (COLA) Research Report LARR -24960 Florida Building Code Approval FL2209 6 Miami -Dade County Notice of Acceptance (NOA) 03 -0311 08 Factory Mutual Research Corporation (FM Approvals) File No. J.I. OK3A9.AH Underwriters Laboratory (UL Listed) File No. EX1289 Federal GSA Specification Meets the proof load requirements of FF S -325C, Group II, Type 4, Class 1 (superseded) and CID A- A- 1923A, Type 4 Various North American Departments of Transportation (DOT) See www.powers.com, including CalTrans listing for 'Stud Mechanical Expansion Anchors' GUIDE SPECIFICATIONS CSI Divisions: 03151 Concrete Anchoring, 04081 Masonry Anchorage and 05090 -Metal Fastenings. Expansion Anchors shall be Power -Stud anchors as supplied by Powers Fasteners, Inc. Brewster, NY dowers. FASTENERS SECTION CONTENTS Page No. General Information Installation Specifications Material Specifications. Performance Data Design Criteria. Ordering Information Threaded Power -Stud Rod Hanger Power -Stud Tie -Wire Power -Stud HEAD STYLES Threaded Rod Hanger Tie -Wire ANCHOR MATERIALS Zinc Plated Carbon Steel Mechanically Galvanized Carbon Steel Type 304 Stainless Steel Type 316 Stainless Steel ANCHOR SIZE RANGE (TYP.) 1/4 diameter x 1 3/4 length to 1 1/4 diameter x 12 length SUITABLE BASE MATERIALS Normal- Weight Concrete Structural Lightweight Concrete Grouted Concrete Masonry 40 41 43 44 48 52 40 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 Powers. FASTENERS SPECIFICATION DESIGN MANUAL INSTALLATION SPECIFICATIONS Carbon Steel Power -Stud Dimension ANSI Drill Bit Size, dbn (in.) Fixture Clearance Hole, dh (in.) Thread Size (UNC) Nut Height (in.) Washer 0.0 d„, (in.) Wrench Size (in.) Max. Tightening Torque, Tmes (ft-Ibs) Anchor Diameter, d 1/4 3/8' 1/2" 5/8" 3/4" 7/8' 1 11/4 1/4 3/8 1/2 5/8 3/4 7/8 1 1 1/4 5/16 7/16 9/16 11/16 13/16 15/16 1 1/8 1 -3/8 1/4-20 3/8 -16 1/2 13 5/8 -11 3/4 10 7/8 -9 1 -8 1 -7 7/32 21/64 7/16 35/64 41/64 3/4 55/64 11/16 5/8 13/16 11/16 13/4 2 21/4 21/2 3 7/16 9/16 3/4 15/16 1 1/8 1 5/16 1 1 /2 1 7/8 8 28 60 90 175 250 300 450 Maximum tightening torque is listed for anchors installed in normal- weight concrete. Consult performance data tables for other base materials. Stainless Steel Power -Stud Dimension ANSI Drill Bit Size, db;t (in.) Fixture Clearance Hole, dh (in.) Thread Size (UNC) Nut Height (in.) Washer 0.D (304 SS). d (in.) Washer 0.0 (316 SS). d„ (in.) Wrench Size (in.) Max. Tightening Torque, T (ft-lbs) 1/4 3/8' 1/2' 1/4 3/8 1/2 5/16 7/16 9/16 1/4-20 3/8 16 1/2 13 7/32 21/64 7/16 5/8 13/16 1 1/16 5/8 7/8 11/4 7/16 9/16 3/4 8 28 60 Maximum tightening torque is listed for anchors installed in normal- weight concrete. Consult performance data tables for other base materials. Rod Hanger Power -Stud Rod Diameter, d Dimension 3/8 I 1/2 I 5/8 Anchor Diameter (in.) I 1/2 5/8 7/8 ANSI Drill Bit Size, chit (in.) I 1/2 I 5/8 7/8 Thread Size (UNC) I 3/8 16 I 1/2 13 I 5/8 11 Anchor Diameter, d 5/8' 5/8 11/16 5/8 11 35/64 1 3/4 1 1/2 15/16 90 Tie -Wire Power -Stud 3/4 3/4 13/16 3/4 -10 41/64 2 1 3/4 11/8 175 Nomenclature Power-Stud' 7/8' 7/8 15/16 7/8 -9 3/4 2 1/4 2 1 5/16 250 Anchor Diameter, d Dimension 1 /4 ANSI Drill Bit Size, dbrt (in.) I 1/4 Tie -Wire Hole Size (in.) I 9/32 Head Height (in.) 3/4 1 1 1 1/8 1 -8 55/64 2 1/2 2 1 1/2 300 d Diameter of anchor die Diameter of drill bit du Diameter of fixture clearance hole d„. Diameter of washer h Base material thickness. The minimum value of h should be 1.5 h, Minimum embedment depth 1 Overall length of anchor t Fixture thickness Tu.= Maximum tightening torque Powers USA: (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 41 rn z I> O 2 n I- r 42 Power- Studim INSTALLATION PROCEDURES Threaded Stud Version Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/2 or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Standard B212.15 Blow the hole clean of dust and other material. Do not expand the anchor prior to installation Position the washer on the anchor and thread on the nut. Drive the anchor through the fixture into the anchor hole until the nut and washer are firmly seated against the fixture. Be sure the anchor is driven to the required embedment depth. Tighten the anchor by turning the nut 3 to 5 turns past finger tight or by applying the guide installation torque from the finger tight position. www.powers.com SPECIFICATION DESIGN MANUAL FASTENERS Rod Hanger Version Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/2 or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Standard B212.15 Blow the hole clean of dust and other material. Do not expand the anchor prior to installation Thread the anchor onto the rod to be used along with a nut and washer. Drive the anchor into the hole until the anchor is at the required embedment depth. The anchor body should be recessed in the hole. Run the nut and washer up to the concrete surface and tighten the anchor by turning the nut 3 to 5 turns past finger tight or by applying the guide installation torque from the finger tight position. 1 Tie -Wire Version Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/2 or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Standard B212.15 Blow the hole clean of dust and other material. Do not expand the anchor prior to installation Drive the anchor into the hole until the head is firmly seated against the base material. Be sure the anchor is driven to the required embedment depth. Set the anchor with a prying action using a claw hammer. Powers A D I D v v r r G a Q A Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235 -6300 t Powers FASTENERS MATERIAL SPECIFICATIONS Anchor Component Anchor Body Nut Washer Expansion Wedge Zinc Plating Anchor Component Anchor Body Nut Washer Expansion Wedge Stainless steel anchor components are passivated. Anchor Component Anchor Body Expansion Wedge Zinc Plating Threaded Vi iitle Mark From Up to but not including Mark From Up to but not including Anchor arty Length Identification 1 Carbon Steel Power -Stud AISI 1018 (1/4 3/4 lengths up to 7 AISI 12L14 (7/8' —1 1/4 and all lengths over 7 Carbon Steel, ASTM A563, Grade A AISI 1010 Carbon Steel, Meets Dimensional Requirements of ANSI /ASME 8.22.1 Type A Plain Tempered AISI 1010 Carbon Steel ASTM 8633, SC1 Type III (Fe/Zn 5) 1/2 1 1 1 1/2 2 J I K I L 6 6 -1/2 7 6 -1/2 7 7 1/2 SPECIFICATION DESIGN MANUAL Type 304 Stainless Steel Power -Stud Type 304Cu (1/4 3/4 lengths up to 7 Type 304 (7/8 —1 lengths over to 7 Type 18 -8 (300 Series) Stainless Steel Type 18 -8 (300 Series) Stainless Steel Type 304 Stainless Steel Chamfered firead Nut Rod Hanger Power -Stud AISI 12L14 Carbon Steel Tempered AISI 1010 Carl) arbon Steel ASTM B633, SC1 Type III (Fe/Zn 5) it 0,d stiltt*iflAVf4,t1 184118011i 11Aq11#11111 IntcrlockIng Wedges M I 7 1/2 112d- tiringar VerSIOlk tle.WIre virsiaa Powers USA. (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 Mechanically Galvanized Power -Stud AISI 1018 (1/4 3/4 lengths up to 7 AISI 12L14 (7/8' —1 1/4 and all lengths over 7 Carbon Steel, ASTM A563, Grade A AISI 1010 Carbon Steel, Meets Dimensional Requirements of ANSI /ASME 8.22.1 Type A Plain Type 304 Stainless Steel ASTM B695, Class 65, Type I Type 316 Stainless Steel Power -Stud Type 316L Stainless Steel Type 316L Stainless Steel Type 316L Stainless Steel Type 316L Stainless Steel Tie -Wire Power -Stud AISI 1018 Carbon Steel Tempered AISI 1010 Carbon Steel ASTM B633, SC1 Type III (Fe/Zn 5) 1n4rrnal lnterladnng llknlges And>erBrM,Y Threnls Antharr Power-StudTM triti+Ito;*,11hp WeVes AI B I C I D I E I F I GI H I I 1 1/2 2 2 1/2 3 3 -1/2 4 4 -1/2 5 5 -1/2 2 1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 N I 0 I P I Q I R I S I T 8 8 -1/2 9 9 -1/2 10' 11 12 8 8-1/2 9 9-1/2 10 11 12 13 www.powers.com 43 V ic E0 Q= V W Q 2 g ym zn oz N n r Power-StudrM Anchor Minimum Diameter Embedment Depth in. n (mm) (mm) 1 1/8 (28.6) 1 1/2 1/4 (38.1) (6.4) 2 (50.8) 2 3/4 (69.9) 1 5/8 (41.3) 2 3/8 (50.8) (9.5) 3 (76.2) 4 1/4 (108.0) 2 1/4 (57.2) 3 1/2 (76.2) (12.7) 4 (101.6) 6 (152.4) 2 3/4 (69.9) 4 5/8 (101.6) (15.9) 5 (127.0) 7 (177.8) 3 3/8 (85.7) 5 3/4 (127.0) (19.1) (152.4) 8 (203.2) 3 7/8 (98.4) 41/2 (114.3) 7/8 5 3/4 (22.2) (146.1) 7 (177.8) (203.2) 4 1/2 (114.3) 5 1/2 (139 7) 1 6 1/2 (25.4) (165.1) 8 (203.2) 9 (228.6) 5 1/2 11/4 (139.7) 7 (31.8) (177.8) 10 (254.0) SPECIFICATION DESIGN MANUAL POWerS. FASTENERS PERFORMANCE DATA Ultimate Load Capacities for Carbon and Stainless Steel Power -Stud in Normal- Weight Concrete 2,000 psi (13.8 MPa) Minimum Concrete Compressive Strength (f c.) 4,000 psi (27 6 MPa) 6,000 psi (41 4 MPa) Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1,240 1,580 1,440 1,620 1,740 1,620 (5.6) (7 1) (6.5) (7.3) (7.8) (7.3) 1,635 1,580 2,080 1,620 2,100 1,620 (7 4) (7 1) (9.4) (7.3) (9.5) (7.3) 1,900 1,580 2,080 1,620 2,100 1,620 (8.6) (7 1) (9.4) (7.3) (9 5) (7.3) 2,340 1,655 2,360 2,070 2,535 2,080 (10.5) (7 4) (10.6) (9.3) (11 4) (9.4) 1,920 3,560 3,040 3,760 3,040 3,760 (8.6) (16.0) (13.7) (16.9) (13.7) (16.9) 2,800 3,560 3,850 3,760 4,075 3,760 (12.6) (16.0) (17.3) (16.9) (18.3) (16.9) 4,100 3,560 6,020 3,760 6,025 3,760 (18.5) (16.0) (27 1) (16.9) (27 1) (16.9) 5,045 3,840 6,020 5,185 6,025 5,185 (22.7) (17.3) (27 1) (23.3) (27 1) (23.3) 3,440 6,540 5,560 6,800 6,540 6,800 (15.5) (29 4) (25.0) (30.6) (29.4) (30.6) 5,100 6,540 8,160 6,800 9,200 6,800 (23.0) (29 4) (36.7) (30.6) (41 4) (30.6) 5,700 6,540 8,160 6,800 9,200 6,800 (25 7) (29 4) (36.7) (30.6) (41 4) (30.6) 7,910 7,025 9,550 7,190 10,730 7,190 (35.6) (31.6) (43.0) (32.4) (48.3) (32.4) 6,240 9,280 8,300 11,900 9,860 11,900 (27.8) (41.8) (37 4). (53.6) (44 4) (53.6) 9,600 9,280 10,825 11,900 13,495 11,900 (43.2) (41.8) (48.7) (53.6) (60.7) (53.6) 10,640 9,280 12,510 11,900 16,410 11,900 (47.3) (41.8) (56.3) (53.6) (73.8) (53.6) 12,500 9,760 15,880 12,170 16,410 12,170 (55.6) (43.9) (71.5) (54.8) (73.8) (54.8) 7,420 12,380 10,000 15,060 12,540 15,060 (33.0) (55.7) (45.0) (67.8) (56.4) (67.8) 10,640 12,380 14,630 15,060 17,265 15,060 (47.3) (55.7) (65.8) (67.8) (77.7) (67.8) 10,640 12,380 17,080 15,060 20,180 15,060 (47.3) (55.7) (76.9) (67.8) (90.8) (67.8) 14,000 13,600 22,000 17,110 24,905 17,110 (62.3) (61.2) (99.0) (77.0) (112.1) (77 0) 7,600 17,960 12,300 24,160 17,300 24,160 (34.2) (80.8) (55.4) (108.7) (77.9) (108.7) 9,600 17,960 15,620 24,160 20,075 24,160 (43.2) (80.8) (70.3) (108.7) (90.3) (108.7) 10,640 17,960 19,880 24,160 25,625 24160 (47.3) (80.8) (89.5) (108.7) (115.3) (108.7) 12,680 17,960 20,440 24,160 31,180 24,160 (56.4) (80.8) (92.0) (108.7) (140.3) (108.7) 15,160 18,630 22,840 25,710 31,180 25,710 (67 4) (83.8) (101.6) (115 7) (140.3) (115.7) 8,740 26,420 13,820 31,100 21,220 31,100 (39.3) (118.9) (62.2) (140.0) (944) (140.0) 12,770 26,420 20,280 31,100 27,800 31,100 (57 5) (118.9) (91.3) (140.0) (123.7) (140.0) 16,605 26,420 25,485 31,100 34,360 31,100 (74 7) (118.9) (114 7) (140.0) (152.8) (140.0) 22,360 26,420 27,040 31,100 44,220 31,100 (100.6) (118.9) (121 7) (140.0) (199.0) (140.0) 26,195 27,020 34,205 32,370 44,220 32,370 (117.9) (121.6) (153.9) (145.7) (199.0) (145 7) 16,800 40,820 26,980 40,820 36,925 40,820 (75.6) (183.7) (121 4) (183.7) (166.2) (183 7) 25,360 40,820 35,410 40,820 44,845 40,820 (114 1) (183.7) (159.3) (183 7) (201.8) (183.7) 28,800 40,820 52,280 40,820 60,690 40,820 (129.6) (183.7) (235.3) (183.7) (273.1) (183 7) 1 The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. 2. Linear interpolation may be used to determine ultimate loads for intermediate embedments and compressive strengths. 44 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235 -6300 Powers. FASTENERS Anchor Minimum Diameter Embedment Depth d h, in. in. (mm) (mm) 1 1/8 (28.6) 1 1/2 1/4 (38.1). (6.4) 2 (50.8) 2 3/4 (69.9) 1 5/8 (41.3) 2 3/8 (50.8) (9.5) 3 (76.2) 4 1/4 (108.0) 2 1/4 (57.2) 3 1/2 (76.2) (12.7) (101.6) 6 (152.4) 2 3/4 (69.9) 5/8 (101.6) (15.9) (127.0) 7 (177.8) 3 3/8 (85.7) 5 3/4 (127.0) (19.1) 6 (152.4) 8 (203.2) 3 7/8 (98.4) 4 1/2 (114.3) 7/8 5 3/4 (22.2) (146.1) 7 (177.8) (203.2) 41/2' (114.3) 5 1/2 1 (139.7) (25.4) 61/2 (165.1) 8 (203.2) 9 (228.6) 51/2 11/4 (139.7) (31.8) 7 (177.8) 10 (254.0) SPECIFICATION DESIGN MANUAL PERFORMANCE DATA Allowable Load Capacities for Carbon and Stainless Steel Power -Stud in Normal- Weight Concrete" 2,000 psi Tension lbs. (kN) 310 (1 4) 410 (1.8) 475 (2.1) 585 (2.6) 480 (2.2) 700 (3.2) 1,025 (4.6) 1,260 (5.7) 860 (3.9) 1,275 (5.7) 1,425 (6.4) 1,980 (8.9) 1,560 (6.9) 2,400 (10.8) 2,660 (11.8) 3,125 (13.9) 1,855 (8.3) 2,660 (11.8) 2,660 (11.8) 3,500 (15.6) 1,900 (8.6) 2,400 (10.8) 2,660 (11.8) 3,170 (14.1) 3,790 (16.9) 2,185 (9.8) 3,195 (14.4) 4,150 (18.7) 5,590 (25.2) 6,550 (29 5) 4,200 (18.9) 6,340 (28.5) 7,200 (32.4) (1 3.8 MPa) Shear lbs. (kN) 395 (1.8) 395 (1.8) 395 (1.8) 415 (1.9) 890 (4.0) 890 (4.0) 890 (4.0) 960 (4.3) 1,635 (7.4) 1,635 (7 4) 1,635 (7 4) 1,755 (7.9) 2,320 (10.4) 2,320 (10.4) 2,320 (10.4) 2,440 (11.0) 3,095 (13.9) 3,095 (13.9) 3,095 (13.9) 3,400 (15.3) 4,490 (20.2) 4,490 (20.2) 4,490 (20.2) 4,490 (20.2) 4,660 (21.0) 6,605 (29.7) 6,605 (29.7) 6,605 (29.7) 6,605 (29.7) 6,755 (30.4) 10,205 (45.9) 10,205 (45.9) 10,205 (45.9) Minimum Concrete Compressive Strength (f d 4,000 psi (27 6 MPa) Tension Shear Tension Shear lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) 360 (1.6) 520 (2.3) 520 (2.3) 590 (2.7) 760 (3 4) 965 (4.3) 1,505 (6.8) 1,505 (6.8) 1,390 (6.3) 2,040 (9.2) 2,040 (9.2) 2,390 (10.8) 2,075 (9.3) 2,705 (12.2) 3,130 (14 1) 3,970 (17.9) 2,500 (11.3) 3,660 (16.5) 4,270 (19.2) 5,710 (25.4) 3,075 (13.8) 3,905 (17.6) 4,970 (22.4) 5,110 (23.0) 5,710 (25.4) 3,455 (15.5) 5,070 (22.8) 6,370 (28.7) 6,760 (30 4) 8,550 (38.5) 6,745 (30.4) 8,855 (39.8) 13,070 (58.8) 405 (1.8) 405 (1.8) 405 (1.8) 520 (2.3) 940 (4.2) 940 (4.2) 940 (4.2) 1,295 (5.8) 1,700 (7 7) 1,700 (7 7) 1,700 (7 7) 1,800 (8.1) 2,975 (13.4) 2,975 (13 4) 2,975 (13.4) 3,045 (13.7) 3,765 (16.9) 3,765 (16.9) 3,765 (16.9) 4,280 (19.3) 6,040 (27.2) 6,040 (27.2) 6,040 (27.2) 6,040 (27.2) 6,430 (28.9) 7,775 (35.0) 7,775 (35.0) 7,775 (35.0) 7,775 (35.0) 8,095 (36.4) 10,205 (45.9) 10,205 (45.9) 10,205 (45.9) Power -Stud m 6,000 psi (41 4 MPa) 435 (2.0) 525 (2.4) 525 (2.4) 635 (2.9) 760 (3.4) 1,020 (4.6) 1,505 (6.8) 1,505 (6.8) 1,635 (7 4) 2,300 (10.4) 2,300 (10 4) 2,685 (12.1) 2,465 (11 1) 3,375 (15.2) 4,105 (18.5) 4,105 (18.5) 3,135 (14 1) 4,315 (19.4) 5,045 (22.7) 6,225 (28.0) 4,325 (19.5) 5,305 (23.6) 6,950 (30.9) 8,590 (38.2 7,795 (35.1) 5,305 (23.6) 6,950 (30.9) 8,590 (38.2) 11,055 (49 7) 11,055 (49.7) 9,230 (41 5) 11,210 (50.4) 15,175 (68.3) 1 Allowable load capacities listed are calculated using an applied safety factor of 4.0. 2. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. 3. Allowable loads for anchors to resist short-term loads such as earthquake or wind may be increased by 33 -1/3 percent for the duration of the load, where permitted by code. 405 (1.8) 405 (1.8) 405 (1.8) 520 (2.3) 940 (4.2) 940 (4.2) 940 (4.2) 1,295 (5.8) 1,70b (7 7) 1,700 (7 7) 1,700 (7 7) 1,800 (8.1) 2,975 (13.4) 2,975 (13.4) 2,975 (13.4) 3,045 (13.7) 3,765 (16.9) 3,765 (16.9) 3,765 (16.9) 4,280 (19.3) 6,040 (27.2) 6,040 (27.2) 6,040 (27.2) 6,040 (27.2) 6,430 (28.9) 7,775 (35.0) 7,775 (35.0) 7,775 (35.0) 7,775 (35.0) 8,095 (36.4) 10,205 (45.9) 10,205 (45.9) 10,205 (45.9) V 0 I V W 2 Powers USA. (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 45 nm zn n 02 r Power Stud" Anchor Max. Min. Diameter Guide Embed. SPECIFICATION DESIGN MANUAL FASTENERS PERFORMANCE DATA Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power -Stud in Structural Lightweight Concrete" Minimum Concrete Compressive Strength (f c) Tension, lbs (kN) ?owers Shear, lbs (kN) Torque Depth 3,000 psi (20 7 MPa) I 4,000 psi (27 6 MPa) 1 5,000 psi (34.5 MPa) lfc a 3,000 psi (20.7 MPa) d Tma, b in. ft.-lbs. in. Ultimate Allowable Ultimate Allowable Ultimate Allowable Ultimate Allowable (mm) (mm) Load Load Load Load Load Load Load Load 1/4 11/8 720 180 960 240 1,200 300 720 180 (6.4) 4 I (28.6) I (3.2) I (0.8) (4.3) I (11) I (5.4) I (1 4) I (3.2) I (0.8) 15/8 1,600 400 1,940 485 2,300 575 1,840 460 3/8 20 (41.3) (7.2) (1.8) (8.7) (2.2) (10.4) (2.6) (8.3) (2.1) (9.5) 3 I 2,860 715 1,840 460 (76.2) (12.9) (3.2) (8.3) (2.1) 21/4 2,820 705 3,180 795 3,560 890 5;040 1,260 (57.2) (12.7) (3.2) (14.3) I (3.6) I (16.0) (4.0) (22.7) (5 7) 1/2 3 4,020 1,005 5,040 1,260 (12.7) 30 (76.2) (18.1) (4.5) (22.7) (5.7) 5 4,200 1,050 5,040 1,260 (127.0) (18.9) (4 7) (22.7) (5.7) 2 3/4 4,380 1,095 4,980 1,245 I 5,580 1 1,395 I 6,940 1,735 (69.9) (19.7) (4.9) (22.4) I (5.6) (25.1) (6.3) (31.2) I (7.8) 5/8 65 31/2 4,840 1,210 6,940 1,735 (15.9) (88.9) (21.8) (5.4) (31.2) (7.8) 5 6,920 1,730 6,940 1,735 (127.0) (31 1) (7.8) (31.2) (7.8) 3 3/8 5,060 1,265 5,600 1,400 6,140 I 1,535 I 9,880 2,470 (85 7) (22.8) (5.7) (25.2) 1 (6.3) (27.6) I (6.9) (44.5) (11 1) 3/4 4 8,240 2,060 9,880 2,470 (19.1) (101.6) I (37 1) I (9.3) (44.5). (111) 5 9,300 2,325 9,880 2,470 (1270) (41.9) (10.5) (44.5) (11 1) 1 The values listed above are ultimate and allowable load capacities for anchors installed in sand lightweight concrete. 2. Allowable load capacities are calculated using an applied safety factor of 4.0. 3. Linear interpolation may be used to determine loads for intermediate embedments and compressive strengths. 46 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 Powers FASTENERS PERFORMANCE DATA Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power -Stud Installed Through Metal Deck into Structural Lightweight Concrete'• Lightweight Concrete over minimum 20 Gage Metal Deck, f a 3,000 (20 7 MPa) Anchor Max. Min. Minimum 1 -1/2" Wide Deck I Minimum 4-1/2" Wide Deck Diameter Guide Embed. Ultimate Load Allowable Load Ultimate Load Torque Depth I I Allowable Load d T„„„ b Tension Shear Tension Shear Tension Shear Tension Shear in. ft: l bs. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 11/8 880 1,840 220 460 880 1,840 220 460 (6.4) 4 (28.6) (4.0) (8.3) (1.0) (2.1) (4.0) (8.3) (1.0) (2.1) 15/8 880 2,800 220 700 1,520 2,800 380 700 3/8 20 (41.3) (4.0) (12.6) (1.0) (3.2) (6.8) (12.6) (1 7) (3.2) 3 880 2,800 220 700 4,480 3,840 1,120 960 (76.2) (4.0) (12.6) (1.0) (3.2) (20.2) (17.3) (5.0) (4.3) 21/4 1,400 2,800 350 700 3,200 4,780 800 1,195 (57.2) (6.3) (12.6) (1.6) (3.2) (14.4) (21 5) (3.6) (5.4) 1/2 3 1,400 2,800 350 700 4,560 5,960 1,140 1,490 (12.7) 30 (76.2) (6.3) (12.6) (1.6) (3.2) (20.5) (26.8) (5.1) (6.7) 4 1,400 2,800 350 700 6,360 7,540 1,590 1,885 (101.6) (6.3) (12.6) (1.6) (3.2) (28.6) (33.9) (7.2) (8.5) 2 3/4 3,200 4,780 800 1,195 (69.9) (14.4) (21.5) (3.6) (5.4) 5/8 31/2 5,540 7,160 1,385 1,790 (15.9) 65 (88.9) (24.9) (32.2) (6.2) (8.1) 5 9,200 10,940 2,300 2,735 (127.0) (41 4) (49.2) (10.4) (12.3) 3 3/8 2,740 7,000 685 1,750 3/4 (85.7) (12.3) (31.5) (3.1) (7.9) 5 10,840 12,570 2,710 3,140 (127.0) (48.8) (56.6) (12.2) (14.1) 1 The values listed above are ultimate and allowable load capacities for anchors installed in sand lightweight concrete. 2. Allowable loads capacities are calculated using an applied safety factor of 4.0. 3. Tabulated load values are for anchors installed in the center of the flute. Spacing distances shall be in accordance with the spacing table for lightweight concrete listed in the Design Criteria section. Linear interpolation may be used for flute edge distances between those listed. Flute edge distance equals one -half the minimum deck width. 4. Anchors are permitted to be installed in the lower or upper flute of the metal deck provided the proper installation procedures are maintained: (19.1) 90 16 \9 I 1!7901.1 SPECIFICATION DESIGN MANUAL 4 e 4 .4 iAiCItRaL Lt Ti+EF T Odr.L`tT£TE OR ect)rbi4L CC1 ETE EWER CSR, METAL 1ICK SM1NIFI4I 20t0 PSJ) 1' G R. MIN 4 7: o 4 4 e. 'r UPPER FLt dHT� 4 e e Power Stud' EC GAZE STEEL DECK MIA1. otaktd T6. GUM Powers USA. (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 47 Dm Zr D O Z mn r 48 Power Stud' PERFORMANCE DATA Nu 3 V 3 1 ,Nn ,Vn Anchor Dimension Spacing (s) Edge Distance (c) Anchor Dimension Spacing (s) Edge Distance (c) www.powers.com OR Load Type Tension and Shear Tension Shear Load Type Tension and Shear Tension Shear SPECIFICATION DESIGN MANUAL Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power -Stud in Grout Filled Concrete Masonry'• Grout Filled Concrete Masonry f z 1,500 psi (10.4 MPa) Ultimate Load I Allowable Load Anchor Dia. Max. Min. Guide Embed. Torque Depth d Tmax by in. ft. -lbs. in. (mm) (mm) 1 1 /8 1/4 (28.6) (6.4) 4 2 (50.8) 1 5/8 3/8 20 (41.3) (9.5) 1/2 Critical Distance (Full Anchor Capacity) Scr 2.0h ccr 12d ccr 12d 3 (76.2) 2 1/4 (57.2) 'NU VU ,Nn ‘17-, Min. Edge Distance (mm) (mm) 3 3/4 (95.3) 5 1/4 (133.4) 5 5/8 (142.9) 7 7/8 (200.0) 7 1/2 (190.5) Critical Load Factor FN 1.0 FN 1.0 Fv =1.0 Min. End Distance 3 3/4 (95.3) 3 3/4 (95.3) 5 5/8 (142.9) 5 5/8 (142.9) 7 1/2 (190.5) Combined Loading For anchors loaded in both shear and tension, the combination of loads should be proportioned as follows: Load Adjustment Factors for Spacing and Edge Distances Anchor Installed in Normal- Weight Concrete Anchor Installed in Lightweight Concrete Critical Distance (Full Anchor Capacity) scr 2.0h I ccr 12d Ccr 12d Critical Load Factor FN 1.0 FN 1.0 Fv= 1.0 Canada: (905) 673 -7295 or (514) 631 -4216 Tension Shear lbs. b (kN) (kN) 1,230 (5.5) 1,670 (7.5) 1,990 (9.0) 2,200 (9.9) 2,260 (10.2) Ccr 5d ccr 5d Powers FASTENERS 1,230 (5.5) 1,230 (5.5) 3,240 (14.6) 3,240 (14 6) 6,230 (28.0) Minimum Distance (Reduced Capacity) smin b Ccr 5d ccr 5d I Minimum Distance (Reduced Capacity) smin b Tension lbs. (kN) 245 (1 1) 335 (1.5) 400 (1.8) 440 (2.0) 450 (2.0) Where: N. Applied Service Tension Load N„ Allowable Tension Load V„ Applied Service Shear Load V„ Allowable Shear Load Shear lbs. (kN) 245 (1 1) 245 (1 1) 650 (2.9) 650 (2:9) 1,245 (5.6) (12 7) 30 4 101/2 7 1/2 2,620 6,230 525 1,245 (101.6) (266.7) (190.5) (11.8) (28.0) (2.4) (5.6) 2 3/4 9 3/8 9 3/8 3,170 7,830 635 1,565 5/8 65 (69.9) (238.1) (238.1) (14.3) (35.2) (2.9) (7.0) (15.9) 5 13 1/8 9 3/8 3,780 7,830 755 1,565 (127.0) (333.4) (238.1) (17 0) (35.2) (3.4) (7.0) 3 3/8 11 1/4 11 1/4 4,085 9,760 815 3/4 (85.7) (285.8) (285.8) (18.4) (43.9) (3.7) (19 1) 90 5 15 3/4 11 1/4 4,420 9,760 885 1,950 (127.0) (400.1) (285.8) (19.9) (43.9) (4.0) (8.8) 1 Tabulated load values are for anchors installed in minimum 6 -inch wide, Grade N, Type II, medium and normal- weight concrete masonry units conforming to ASTM C 90 that have reached the minimum designated ultimate compressive strength at the time of installation (fm z 1,500 psi). 2. Allowable load capacities listed are calculated using an applied safety factor of 5.0. 3. The tabulated values are for anchors installed at a minimum of 12 anchor diameters on center for 100 percent capacity. Spacing distances may be reduced to 6 anchor diameters on center provided the capacities are reduced by 50 percent. Linear interpolation may be used for intermediate spacing. 1,950 (8.8) DESIGN CRITERIA Minimum Load Factor FN =0.50 FN =0.75 Fv 0.35 Minimum Load Factor FN =Fv =0.50 FN 0.95 Fv 0.30 Powers USA: (800) 524 -3244 or (914) 235 -6300 Powers FASTENERS DESIGN CRITERIA Dia. (in.) h, (in.) Scr (In.) Smin in.) 1 1/8 1 1 /2 1 5/8 2 2 1/4 2 3/4 3 3 1/4 3 1/2 4 4 1/4 4 1/2 5 5 1/2 6 7 8 8 1/2 10 11 12 13 14 Spacing Load Adjustment Factors for Normal- Weight and Lightweight Concrete (Continued Below) Spacing, Tension (FN) Shear (F„) 1/4 3/8 I 1/2 1 1/8 1 1 1/2 2 1 2 3/4 1 5/8 I 2 3 1 4 1/4 12 1/4 I 3 4 2 1/4 I 3 4 1 5 1/2 3 1/4 I 4 6 1 8 1/2 1 4 1/2 I 6 8 1 1/8 1 1/2 2 1 2 3/4 1 5/8 12 3 141 /4 12 1/4 13 4 0.50 0.67 0.50 0.72 0.54 I 1 I 0.89 0.67 0.50 1.00 0.75 0.56 0.50 0.92 0.69 0.50 0.85 1 0 69 0.61 1.00 0.75 0.55 0.67 0.50 I 0.81 0.59 0.72 0.54 0.88 0.64 0.78 0.58 I 1.00 0.73 0.89 0.67 I.' 0.77 0.94 0.71 Spacing Load Adjustment Factors for Normal Weight and Lightweight Concrete (Continued from Above) Spacing, Tension (FN) Shear (Fv) I 7/8 I Dia. (in.) by (in.) Scr (in.) Smin in.) 3 3/8 3 7/8 4 4 1/2 5 5 1/2 5 3/4 6 6 1/2 6 3/4 7 7 3/4 8 9 10 11 11 1/2 12 13 14 16 18 20 33/8 1 4 I 6 3/4 1 8 I 3 3/8 1 4 0.50 0.57 0.59 0.50 0.67 0.56 0.74 0.63 0.50 0.81 0.69 0.55 0.85 0.72 0.58 0.89 0.75 0.60 0.96 0.81 0.65 1.00 0.84 0.68 1 0.88 0.70 0.97 0.78 1 1.00 0.80 0.90 1 1.00 1 1 ,;1 1 0.82 1.00 0.75 0.91 0.83 1.00 0.1.900 2 3/4 5 1 6 10 I 12 5 I 6 0.50 0.54 0.56 0.58 0.65 0.67 0.75 0.83 0.92 0.96 1.00 SPECIFICATION DESIGN MANUAL 1 0.50 1 0.62 1 0.50 0.69 1 0.56 0.92 0.75 0.50 1.00 0.81 0.54 0.88 0.58 1.00 0.67 0.71 0.50 0.75 0.53 0.83 0.59 0.92 0.65 1.00 0.71 0.82 0.94 1.00 8 16 8 0.50 0.56 0.63 1 0.69 0.72 0.75 I 0.81 0.88 1 1.00 I 3 7/8 7 3/4 3 7/8 0.50 0.52 0.58 0.65 0.71 0.74 0.77 0.84 0.87 0.90 1.00 n i Notes: Critical spacing (scr) is equal to 2 embedment depths (2hd at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 1 embedment depth (h,,) at which the anchor achieves 50% of load. 4 1/2 1 5 3/4 9 111 1/2 4 1/2 1 5 3/4 0.50 0.56 0.61 0.64 0.67 0.72 0.75 0.78 0.86 0.89 1.00 0.50 0.52 0.57 0.59 0.61 0.67 0.70 0.78 0.87 0.96 1.00 7 1 14 I 7 1 0.50 0.55 0.57 0.64 0.71 0.79 0.82 0.86 0.93 1.00 0.50 0.53 0.56 0.63 0.69 0.75 0.88 1.00 8 141/2 16 1 9 8 1 41/2 0.50 0.56 0.61 0,64 0.67 0.72 0.75 0.78 0.86 0.50 0.89 0.56 1.00 0.63 0.69 0.72 0.75 0.81 0.88. 1.00 0.50 0.52 0.55 0.59 0.61 0.64 0.70 Powers USA. (800) 524 3244 or (914) 235 6300 Canada: (905) 673 7295 or (514) 631 4216 5 10 5 5 1/2 11 5 1/2 6 12 6 0.50 I 0.52 I, 0.54 l' 0.60 1 0.50 I I 0.55 1 0.59 1 0.64 1 0.50 0.73 1 0.57 0.50 0.77 1 0.61 0.53 0.82 1 0.64 0.56 0.50 0.91 1 0.71 0.63 0.55 1.00 1 0.79 0.69 0.60 0.50 0.86 0.75 0.70 0.58 1.00 0.88 0.80 0.67 1.00 0.85 0.71 1.00 0.83 0.92 1. 1.001 1 1 61/2 1 8 f 9 151/2 13 I 16 I 18 I 11 6 1/2 1 8 1 9 1 5 1/2 0.73 0.62 1 0.50 0.82 1 0.69 1 0.56 030 0.91 1 0.77 I 0.63 0.56 1.00 1 0.85 1 0.69 0.61 1 0.88 1 0.72 0.64 1 0.92 1 0.75 0.67 1 1.00 I 0.81 1 0.72 I .1 0.88 1 0.78 I. 1 1.00 1 0.89 1 .1 11.00 Power- StudTM 5/8 2 3/4 1 3 1 /2 1 4 5 I 7 51/2 1 7 1 8 10 1 14 2 3/4 1 3 1/2 1 4 5 I 7 0.50 0.52 0.55 0.59 0.61 0.64 0.70 0.73 0.82 0.91 1.00 0.50 0.55 0.60 0.70 0.80 0.85 1.00 0.50 0.57 0.61 0.71 0.79 0.86 0.93 1.00 1 1/4 7 I 10 14 I 20 7 I 10 1 1 1" 1 1 1 1 0.50 1 0.55 1 0.57 1 0.64 I 0.71 0.50 0.79 0.55 0.82 0.58 0.86 0.60 0.93 0.65 1.00 0.70 0.80 0.90 1.00 www.powers.com 49 V Z a W 2 D m z =a O Z n a r Power- StudTM Edge Distance Load Adjustment Factors for Normal- Weight Concrete Edge Distance, Tension (FN) Diameter (in.) ccr (in.) „in (in.) 1 1/4 1 5/8 1 7/8 2 2 1/2 3 3 1/8 3 3/4 4 4 3/8 4 1/2 5 6 6 1/4 7 7 1/2 8 9 101/2 12 15 Diameter (in.) ccr (in.) cmin (in.) 1 1/4 1 5/8 1 7/8 2 2 1 /2 3 3 1/8 3 3/4 4 4 3/8 4 1/2 5 6 6 1/4 7 7 1/2 8 9 10 1/2 12 15 1/4 3 1 1/4 0.75 0.80 0.84 0.86 0.93 1.00 3/8 4 1/2 1 7/8 0.75 0.76 0.81 0.86 0.87 0.93 0.95 0.99 1.00 1/4 3 1 1/4 0.35 0.49 0.58 0.63 0.81 1.00 1/2 6 2 1/2 0.75 0.79 0.79 0.84 0.86 0.88 0.89 0.93 1.00 5/8 7 1/2 3 1!8 0.75 0.79 0.80 0.82 0.83 0.86 0.91 0.93 0.97 1.00 Edge Distance, Shear (Fv) 3/8 1/2 I 5/8 3/4 41/2 6 I 71/2 9 1 7/8 2 1/2 I 3 1/8 3 3/4 0.35 0.38 0.50 0.63 0.66 0.81 0.88 0.97 1.00 0.35 0.44 0.47 0.58 0.63 0.70 0.72 0.81 1.00 0.35 0.44 0.48 0.54 0.55 0.63 0.78 0.81 0.93 1.00 Powers SPECIFICATION DESIGN MANUAL FASTENERS DESIGN CRITERIA 3/4 9 3 3/4 0.75 076 0.78 0.79 0.81 0.86 0.87 0.90 0.93 0.95 1.00 0.35 0.38 0.43 0.44 0.50 0.63 0.66 0.75 0.81 0.88 1.00 7/8 I 1 101/2 I 12 4 3/8 I 5 0.75 0.76 0.78 0.82 0.83 0.86 0.88 0.90 0.94 1.00 7/8 101/2 4 3/8 0.75 0.79 0.79 0.82 0.84 0.86 0.89 0.95 1.00 1 12 5 0.35 0.36 0.42 0.52 0.55 0.63 0.68 0.73 0.84 1.00 0.35 0.44 0.47 0.54 0.58 0.63 0.72 0.86 1.00 1 1/4 15 6 1/4 0.75 0.77 0.79 0.80 0.83 0.87 0.91 1.00 0.35 0.41 0.44 0.48 0.55 0.67 0.78 1.00 Notes: For anchors loaded in tension, the critical edge distance (ca) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (cmfn) is equal to 5 anchor diameters (5d) at which the anchor achieves 75% of load. Notes: For anchors loaded in shear, the critical edge distance (ccr) is equal to 12 anchor 1 1/4 diameters (12d) at which the anchor achieves 15 100% of load. 6 1/4 Minimum edge distance (cmin) is equal to 5 anchor diameters (5d) at which the anchor achieves 35% of load. 50 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235 -6300 Powers FASTENER'S DESIGN CRITERIA Edge Distance Load Adjustment Factors for Lightweight Concrete Edge Distance, Tension (FN) 3/8 1/2 5/8 I 3/4 7/8 4 1/2 6 7 1/2 I 9 10 1/2 1 7/8 2 1/2 3 1/8 I 3 3/4 4 3/8 Diameter (in.) ccr (in.) Cmin (in.) 1 1/4 1 5/8 1 7/8 2 2 1/2 3 31/8 3 3/4 4 4 3/8 4 1/2 5 6 6 1/4 7 7 1/2 8 9 101/2 12 15 Diameter (in.) ccr (in.) Cmin (in.) 1 1/4 1 5/8 1 7/8 2 2 1/2 3 3 1/8 .s 3 3/4 4 4 3/8 41/2 5 6 6 1/4 7 7 1/2 8 9 10 1/2 12 15 1/4 3 1 1/4 0.95 0.96 0.97 0.97 0.99 1.00 1/4 3 1 1/4 0.30 0.45 0.55 0.60 0.80 1.00 0.95 0.95 0.96 0.97 0:97 0.99 0.99 1.00 1.00 m 0.30 0.33 0.47 0.30 0.60 0.40 SPECIFICATION DESIGN MANUAL 0.95 0.96 0.96 0.95 0.97 0.96 0.97 0.96 0.98 0.96 0.98 0.97 0.99 0.97 1.00 0.98 0.99 0.99 1.00 0.95 0.95 0.96 0.96 0.96 0.97 0.97 0.98 0.99 0.99 1.00 Edge Distance, Shear (Fv) 3/8 1/2 5/8 3/4 4 1/2 6 7 1/2 9 1 7/8 2 1/2 3 1/8 3 3/4 0.95 0.95 0.96 0.96 0.97 0.97 0.98 0.98 0.99 1.00 7/8 101/2 4 3/8 1 I 1 1/4 12 I 15 5 I 6 1/4 1 12 5 0.95 0.96 0.96 0.95 0.96 0.95 0.97 0.96 0.97 0.96 0.98 0.97 0.99 0.97 1.00 0.98 1.00 0.63 0.43 0.30 0.80 0.55 0.40 0.30 0.87 0.60 0.44 0.33 0.97 0.68 0.50 0.38 0.30 1.00 0.70 0.52 0.40 0.31 0.80 0.60 0.47 0.37 0.30 1.00 0.76 0.60 0.49 0.40 0.80 0.63 0.51 0.43 0.30 0.92 0.73 0.60 0.50 0.36 1.00 0.80 0.66 0.55 0.40 0.87 0.71 0.60 0.44 1.00 0.83 0.70 0.52 1.00 0.85 0.64 1.00 0.76 I 1.00 Power- StudTM Notes: For anchors loaded in tension, the critical edge distance (c is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (c is equal to 5 anchor diameters (5d) at which the anchor achieves 95% of load. Notes: For anchors loaded in shear, the critical edge distance (ccr) is equal to 12 anchor 1 1 /4 diameters (12d) at which the anchor achieves 15 100% of load. 6 1/4 Minimum edge distance (cmrn) is equal to 5 anchor diameters (5d) at which the anchor achieves 30% of load. Powers USA. (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 51 J Q 14 V ZO Q uz =U w< 2 Power Stud'*' Mechanically Galvanized Power -Stud Cat. No. 7720 7723 7724 7726 7730 7734 7741 7742 7748 7750 7752 7763 Anchor Size 1/2" x 2 3/4" 1/2" x 4 1/2' 1/2" x 5 1/2" 1/2 x 7 5/8" x 3 1/2" 5/8" x 6" 3/4' x 4 3/4" 3/4 x 5 1/2 3/4" x 8 1/2" 7/8" x 6' 7/8 x 8 1" x 9" Min. Embed. 2 1/4" 2 1/4' 2 1/4" 2 1/4" 2 3/4" 2 3/4 3 3/8" 3 3/8 3 3/8" 3 7/8" 3 7/8 4 1/2" Powers SPECIFICATION DESIGN MANUAL FASTENERS ORDERING INFORMATION Carbon Steel Power -Stud Cat. No. Anchor Size Min. Embed. I Thread Length Std. Box Std. Carton Wt. /100 7400 1/4" x 1 3/4" 1 1/8" I 3/4" 100 500 3 7402 1/4" x 2 1/4" 1 1 /8" I 1 1 /4" 100 500 3 1/2 7404 1/4" x 3 1/4" 1 1/8" 2 1/4" 100 500 4 3/4 7410 3/8' x 2 1/4 1 5/8' 1 1 /4 50 250 8 3/4 7412 3/8" x 2 3/4" 1 5/8" 1 5/8" 50 250 9 1/2 7413 3/8" x 3" 1 5/8" 1 7/8" 50 250 10 3/4 7414 3/8" x 3 1/2" 1 5/8" 2 3/8" 50 250 12 7415 3/8" x 3 3/4" 1 5/8" 2 5/8" 50 250 12 3/4 7416 3/8" x 5" 1 5/8" 3 7/8" 50 250 15 1/2 7417 3/8" x 7" 1 5/8" 5 7/8" 50 200 21 7420 1/2' x 2 3/4 2 1/4" 1 3/8" 50 200 18 7422 1/2" x 3 3/4" 2 1/4" 2 3/8" 50 200 23 7423 1/2" x 4 1/2" 2 1/4" 3 1/8" 50 200 28 7424 1/2" x 5 1/2" 2 1/4" 4 1/8" 50 150 32 7426 1/2" x 7" 2 1/4" 5 5/8" 25 100 44 7427 1/2' x 8 1/2' 2 1/4" 7 1/8 25 100 46 7430 5/8" x 3 1/2" 2 3/4" 2" 25 100 40 7432 5/8" x 1/2 2 3/4' 3" 25 100 54 7433 5/8" x 5" 2 3/4" 3 1/2" 25 100 57 7434 5/8" x 6" 2 3/4" 4 1/2" 25 75 64 7436 5/8" x 7" 2 3/4" 5 1/2" 25 75 72 7438 5/8" x 8 1/2" 2 3/4" 7" 25 75 84 7439 5/8 x 10' 2 3/4" 8 1/2' 25 75 100 7440 3/4" x 4 1/4" 3 3/8" 2 3/8" 20 60 70 7441 3/4' x 4 3/4 3 3/8' 2 7/8 20 60 76 7442 3/4" x 5 1/2" 3 3/8" 3 5/8" 20 60 85 7444 3/4" x 6 1/4" 3 3/8" 4 3/8" 20 60 95 7446 3/4' x 7 3 3/8" 5 1/8 20 60 105 7448 3/4" x 8 1/2" 3 3/8" 6 5/8" 10 40 120 7449 3/4" x 10" 3 3/8 8 1/8" 10 30 135 7451 3/4" x 12' 3 3/8" 10 1/8" 10 30 155 7450 7/8" x 6" 3 7/8" 2 3/4" 10 40 120 7452 7/8" x 8" 3 7/8" 4 3/4" 10 40 160 7454 7/8" x 10" 3 7/8" 6 3/4" 10 30 200 7461 1" x 6" 4 1/2' 2 3/8" 10 30 170 7463 1" x 9" 4 1/2" 5 3/8" 10 30 240 7465 1 x 12 4 1/2 8 3/8' 5 15 300 7473 1 1/4" x 9" 5 1/2" 4 3/4" 5 15 360 7475 1 1/4" x 12" 5 1/2" 7 3/4" 5 15 480 The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length. Thread Length 1 3/8" 3 1/8" 4 1/8" 5 5/8 2" 4 1/2' 2 7/8 3 5/8 6 5/8" 2 3/4" 4 3/4" 5 3/8" Std. Box 50 50 50 25 25 25 20 20 10 10 10 10 Std. Carton 200 200 150 100 100 75 60 60 40 40 40 30 Wt. /100 18 30 34 34 40 64 76 85 120 120 160 240 The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length. 52 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235 -6300 Powers. FASTENERS SPECIFICATION DESIGN MANUAL ORDERING INFORMATION Rod Hanger Power -Stud Cat. No. I Rod Size !Anchor Size I Drill Dia. 7806 I 3/8 11/2 x 2 3/8 11 /2 1 7808* 1 1/2" 1 5/8" x 2 1/2" I 5/8" 1 7810* 1 5/8" 1 7/8" x 3 1/4" 1 7/8" 1 The published length is the overall length of the anchor. *Discontinued item once current stock is exhausted. Min. Embed. I Thread Depth I Std. Box I Std. Ctn. I WtJ100 2 1/4 I 9/16 1 50 I 250 I 18 2 3/4" I 3/4" 1 25 I 125 I 40 3 7/8" 1 15/16" 1 10 I 50 I 120 Tie -Wire Power -Stud Cat. No. 1 Size 1 Tie -Wire Hole Size 1 Min. Embed. I Std. Box 7409 1 1/4 x 2 1 9/32 1 1 1 /8 I The published length is the overall length of the anchor. Std. Carton 100 1 500 Powers,USA: (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 1 I 3 3/4 WtJ100 Type 304 Stainless Steel Power -Stud Cat. No. Anchor Size 1 Min. Embed. Thread Length 1 Std. Box 1 Std. Carton 1 WtJ100 7300 1/4 x 1 3/4 1 1/8 3/4 100 500 3 7302 1/4 x 2 1/4 1 1/8' 1 1/4 100 500 3 1/2 7304 1/4 x 3 1/4 1 1 /8' 2 1/4 100 500 4 3/4 7310 3/8 x 2 1/4 1 5/8 1 1/4 50 250 8 3/4 7312 3/8, x 2 3/4 1 5/8" 1 5/8 50 250 91 /2 7313 3/8' x 3 1 5/8 1 7/8 50 250 10 3/4 7314 3/8 x 3 1/2 1.5/8' 2.3/8 50 250 12 7315 3/8 x 3 3/4 1 5/8' 2 5/8 50 250 12 3/4 7316 3/8 x 5 1 5/8 3 1/8 50 250 15 1/2 7320 1/2 x 2 3/4 2 1/4 1 3/8 50 200 18 7322 1/2 x 3 3/4 2 1/4 2 3/8 50 200 23 7323 1/2 x 41/2 2 1/4 3 1/8 50 200 30 7324 1/2 x 5 1/2 2 1/4 41/8 50 150 34 7326 1/2 x 7' 2 1/4 5 5/8 25 100 44 7330 5/8 x 3 1/2 2 3/4 2 25 100 40 7332 5/8 x 41/2 2 3/4 3 25 100 54 7333 5/8' x 5 2 3/4 3 1/2 25 100 57 7334 5/8' x 6 2 3/4 4 1/2 25 75 64 7336 5/8 x 7 2 3/4 5 1/2 25 75 72 7338 5/8 x 81/2 2 3/4 7 25 75 84 7340 3/4 x 41 /4 3 3/8" 2 3/8 20 60 70 7341 3/4 x 4 3/4 3 3/8 2 7/8 20 60 76 7342 3/4 x 5 1/2' 3 3/8" 3 5/8 20 60 85 7344 3/4 x 61/4' 3 3/8" 4 3/8 20 60 95 7346 3/4' x 7 3 3/8' 5 1/8 20 60 105 7348 3/4 x 81 /2 3 3/8' 6 5/8 10 40 120 7349 3/4 x 10 3 3/8" 8 1/8 10 30 135 7352 7/8' x 8 3 7/8' 4 3/4' 10 40 160 7361 1 x 6 41/2 2 3/8 10 30 170 7363 1 x 9" 41 /2 5 3/8 10 30 240 7365 1 x 12 41/2 8 3/8 5 15 300 The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length. Power- StudTM www.powers.com 53 3 am Zr =n OZ ^a r Power -Stud m Type 316 Stainless Steel Power -Stud Cat. No. Min. Embed. I Thread Length 7600 3/4" 7602 I 1 1/4" 7604 2 1/4 7610 1 1 /4 7612 1 5/8 7613 1 7/8 7614 2 3/8' 7615 2 5/8" 7616 31/8' 7620 1 3/8 7622 2 3/8" 7623 3 1/8 7624 4 1/8" 7626 5 5/8 7630 2 7632 3' 7633 3 1/2" 7634 4 1/2" 7636 5 1/2 7638 7" 7640 2 3/8" 7641 2 7/8" 7642 3 5/8' 7644 4 3/8' 7646 5 1/8" 7648 6 5/8 Anchor Size 1/4" x 1 3/4' 1/4" x 2 1/4 1/4" x 3 1/4" 3/8 x 2 1/4' 3/8" x 2 3/4 3/8" x 3' 3/8 x 3 1/2 3/8" x 3 3/4" 3/8 x 5 1/2' x 2 3/4' 1/2" x 3 3/4" 1/2" x 4 1/2' 1/2" x 5 1/2" 1/2' x 7' 5/8 x 3 1/2' 5/8" x 4 1/2" 5/8 x 5' 5/8" x 6" 5/8" x 7" 5/8" x 8 1/2" 3/4 x 4 1/4" 3/4' x 4 3/4" 3/4' x 5 1/2' 3/4" x 6 1/4' 3/4" x 7" 3/4 x 8 1/2' 1 1/8" 1 1/8" 1 1/8' 1 5/8 1 5/8" 1 5/8" 1 5/8" 1 5/8" 1 5/8" 2 1/4" 2 1/4' 2 1/4' 2 1/4" 2 1/4' 2 3/4" 2 3/4" 2 3/4" 2 3/4" 2 3/4" 2 3/4" 3 3/8" 3 3/8 3 3/8" 3 3/8" 3 3/8" 3 3/8" SPECIFICATION DESIGN MANUAL ORDERING INFORMATION Std. Box 100 100 100 50 50 50 50 50 50 50 50 50 50 25 25 25 25 25 25 25 20 20 20 20 20 10 Std. Carton 500 500 500 250 250 250 250 250 250 200 200 200 150 100 100 100 100 75 75 75 60 60 60 60 60 40 Wt. /100 3 1/4 3 3/4 5 1/4 8 3/4 10 1/2 11 12 13 17 1/4 18 24 30 34 44 40 54 57 64 72 84 70 76 85 95 105 120 The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length. lowers FASTENERS 2006 Powers Fasteners, Inc. All Rights Reserved. Power -Stud is a trademark of Powers Fasteners, Inc. 54 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235 -6300 Power -Bolt® Power -Bolt® Heavy -Duty Sleeve Anchor PRODUCT DESCRIPTION The Power -Bolt anchor, formerly known as the Rawl -Bolt, is a heavy duty sleeve style, self locking anchor which is vibration resistant and removable It is available with a finished hex head or flat head with a hex key insert and can be used in concrete, block, brick, or stone. Expansion occurs at two locations within the drilled hole. First, the cone is pulled into the large triple -tined expansion sleeve, developing a mid level, compression force. Further turning causes the threaded bolt to advance into the threads of the expander cone, forcing its four sections outward. This action undercuts the base material deep in the anchor hole, greatly increasing the holding power of the Power -Bolt. The bolt and cone remain locked together which prevents loosening under even the most severe vibratory conditions. The Power -Bolt is also designed to draw the fixture into full bearing against the base material through the action of its flexible compression ring. As the anchor is being tightened, 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 and reusable in the same anchor hole making it ideal for applications such as mounting machinery which may need to be removed for service and for temporary applications such as heavy duty form work. GENERAL APPLICATIONS AND USES Seismic Bracing and Vibratory Applications Column Base Plates and Mechanical Equipment Dock Bumpers and Support Ledgers Racking and Railing Attachments Overhead and Critical Anchoring FEATURES AND BENEFITS High load capacity Tested in accordance with ASTM E488 and AC01 criteria Qualified for seismic and wind load applications Two -level expansion mechanism Suitable for vibratory, fatigue and shock loading Internal high strength bolt is removable and reusable Compression zone clamps fixture to the base material Low profile finished head design Fire tested per Ref WFRA No. F91763 APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICC -ES) ESR -1532 (formerly listed in ICBO ES ER -5225) Southern Building Code Conference International (SBCCI) #9943A City of Los Angeles (COLA) Research Report LARR 24960 Florida Building Code Approval FL2209 4 Miami -Dade County Notice of Acceptance (NOA) 03 -0303 14 Factory Mutual Research Corporation (FM Approvals) File No. J.I. 1 K8A3.AH Underwriters Laboratory (UL Listed) File No. EX1289 Federal GSA Specification Meets the proof load requirements of FF- S -325C, Group II, Type 3, Class 3 (superseded) Various North American Departments of Transportation (DOT) See www.powers.com SPECIFICATION DESIGN MANUAL FASTENERS GUIDE SPECIFICATIONS CSI Divisions: 03151 Concrete Anchoring, 04081 Masonry Anchorage and 05090 -Metal Fastenings. Expansion Anchors shall be Power -Bolt anchors as supplied by Powers Fasteners, Inc. Brewster, NY ?owers SECTION CONTENTS Page No. General Information. Installation Specifications Material Specifications Performance Data Design Criteria Ordering information Hex Head Power -Bolt Flat Head Power -Bolt HEAD STYLES Finished Hex Head Flat Head ANCHOR MATERIALS Zinc Plated Carbon Steel Type 304 Stainless Steel ANCHOR SIZE RANGE (TYP.) 1/4 diameter x 1 length to 3/4 diameter x 8 -1/4 length SUITABLE BASE MATERIALS Normal- Weight Concrete Structural Lightweight Concrete Grouted Concrete Masonry Hollow CMU Brick Masonry Stone 28 29 30 31 36 39 28 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235-6300 Powers FASTENERS Carbon Steel Hex Head Power -Bolt Dimension 1/4 ANSI Drill Bit Size, dolt (in.) 1 1/4 Fixture Clearance Hole, dh (in.) 1 5/16 Internal Bolt Size (UNC) 1 10 -24 Head Height (in.) 1 7/64 Washer O.D. d (in.) 1/2 Wrench Size (in.) 5/16 Max. Tightening Torque, T. (ft-lbs) 1 3 -4 Bearing Area (in 1 0.070 I Stainless Steel Hex Head Power -Bolt Dimension ANSI Drill Bit Size, db; (in.) Fixture Clearance Hole, dh (in.) Internal Bolt Size (UNC) Head Height (in.) Washer O.D. d„, (in.) Wrench Size (in.) Max. Tightening Torque, Tmax (ft -Ibs) Bearing Area (in f it Powers USA: (800) 524 -3244 or (914) 235 -6300 SPECIFICATION DESIGN MANUAL INSTALLATION SPECIFICATIONS Anchor Diameter, d 5/16 I 3/8 1/2 5/8 I 3/4 5/16 3/8 1/2 5/8 I 3/4 3/8 I 7/16 9/16 11/16 13/16 1/4 -20 1 5/16 -18 3/8 -16 1/2 13 5/8 -11 11/64 J 13/64 15/64 5/16 25/64 5/8 13/16 1 1 1/4 1 1/2 7/16 I 1/2 9/16 3/4 15/16 10 -12 20 -25 35 -45 80- 100 -120 0105 0.145 0.246 0.370 1 0.515 Carbon Steel Flat Head Power -Bolt (80 82° head) Anchor Diameter, d Dimension 3/8 1/2 ANSI Drill Bit Size, db;t (in.) 3/8 1/2 Fixture Clearance Hole, dh (in.) 7/16 9/16 Internal Bolt Size (UNC) 5/16 -18 3/8 -16 Head Height (in.) 15/64 1/4 Head Diameter, dhd (in.) 3/4 7/8 Allen Wrench Size (in.) 7/32 5/16 Max. Tightening Torque, Tmax (ft-Ibs) 20 -25 35 -45 Bearing Area (in 0.145 0.246 Anchor Diameter, d 1/4 3/8 1/2 5/8 3/4 1/4 3/8 1/2 5/8 3/4 5/16 7/16 9/16 11/16 13/16 10 -24 5/16 -18 3/8 -16 1/213 5/8 -11 7/64 13/64 15/64 5/16 25/64 1/2 13/16 1 1 1/4 1 1/2 5/16 1/2 9/16 3/4 15/16 2 3 10 -12 20 -25 45 -60 70 -90 0.070 0.145 0.246 0.370 0.515 5/8 5/8 11/16 1/2 13 21/64 1 1/8 3/8 80 100 0.370 Installation Procedure Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/2 or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Standard B212.15. Blow the hole clean of dust and other material. Do not expand the anchor or advance the bolt in the anchor assembly prior to installation. Drive the anchor through the fixture into the anchor hole until the bolt head is firmly seated against the fixture. Be sure the anchor is driven to the required embedment depth. Tighten the anchor by turning the head 3 to 5 turns past finger tight or by applying the guide installation torque from the finger tight position. Nomenclature d Diameter of anchor dbit Diameter of drill bit do Diameter of fixture clearance hole dna Flat head diameter dW Diameter of washer h Base material thickness. The minimum value of h should be 1.5h, by Minimum embedment depth Overall length of anchor t Fixture thickness Tma,= Maximum tightening torque Power -Bolt® Canada: (905) 673 -7295 or (514) 631 -4216 www powers.com O L w 29 nm z r =a 0 2 I- r Power -Bolt MATERIAL SPECIFICATIONS Anchor Component Internal Bolt Washer Expander Sleeve Extension Sleeve Expander Cone Compression Ring Dust Cap Plating Carbon Steel Hex Head *SAE Grade 5 AISI 1040 AISI 1010 AISI 1010 AISI 12L14 Nylon Nylon ASTM B 633, SC1 1/4° and 5/16' Power -Bolts are manufactured with SAE Grade 8 internal bolts. *Manufactured with a minimum yield strength of 65,000 psi. Stainless steel anchor components are passivated. WOshte' DetZ literate—in Stwre Compeezion Ring i+clfltll H i Pan. length ger ensue. SPECIFICATION DESIGN MANUAL Carbon Steel Flat Head SAE Grade 5 N/A AISI 1010 AISI 1010 AISI 12L14 Nylon Nylon Type III (Fe /Zn 5) Zinc t— mimeos than bearskin Srenvo .GtwitpltVAii Ring Length Identification Mark I I I A B I C I D I E I F I G I H I I I J J K I L M I N I O I P From 1/2 1 11/2 2 2 1/2 3' 3 -1/2' 4 4 -12' 5 5 -1/2" 6 6 -1/2' 7 71/2' 8' 8 -1/2' 9' €`afAa Int no Dust, Cow E OrdlirSleeve Caws r Expander Sleeve Powers FASTENERS Stainless Steel Hex Head *Type 304 SS Type 18 -8 SS Type 304 5S Type 304 SS Type 303 SS Nylon Nylon N/A Up to but 1 1 1/2' 2 2 12 3' 3 -1/2' 4 4 -1/2' 5 5 -1/2' 6 6 -12' 7' 7 12 8' 8-1/2" 9' 9 -12' not including 30 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235 -6300 Powers FASTENERS SPECIFICATION DESIGN MANUAL PERFORMANCE DATA Ultimate Load Capacities for Carbon and Stainless Steel Power -Bolt in Normal- Weight Concrete'•= Anchor Minimum Diameter Embedment 2,000 psi (13.8 MPa) 1 3,000 psi (20.7 MPa) 1 4,000 psi (27.6 MPa) 1 6,000 psi (41 4 MPa) Depth d h, Tension Shear Tension Shear Tension Shear Tension Shear in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) Minimum Concrete Compressive Strength (f') 1 1/4 1,180 2,070 1,380 2,100 1,580 2,130 1,660 2,130 (31.8) (5.3) (9.3) (6.2) (9.5) (7 1) (9.6) (7.5) (9.6) 1/4 13/4 1 400 2,070 1,550 2,305 1 706 2,540 1,860 2,540 (6.4) (44 5) (6.3) (9.3) (7.0) (10.4) (7 7) (11 4) (8.4) (11 4) 21/2 1,880 2,070 1,940 2,730 2,000 3,385 (63 5) (8.5) (9.3) (8.7) (12.3) (9.0) (15.2) 1 1/2 2,320 2,800 2,430 3,000 2,540 3,200 (38.1) (10.4) (12.6) (10.9) (13.5) (11 4) (14.4) 5/16 2 2,640 3,280 2,880 3,755 3,120 4,230 3,270 4,230 (7.9) (50.8) (11.9) (14.8) (13.0) (16.9) (14.0) (19.0) (14 7) (19.0) 3 2,880 3,440 3,330 4,410 3,780 5,380 4,260 5,380 (76.2) (13.0) (15.5) (15.0) (19.8) (17.0) (24.2) (19.2) (24.2) 2 3,500 3,985 4,045 5,205 4,585 6,425 5,915 7 440 (50.8) (15.8) (17.9) (18.2) (23.4) (20.6) (28.9) (26.6) (33.5) 3/8 21/2 3,800 4,380 4,330 5,770 4,855 7 160 6,665 7,960 (9.5) (63.5) (17 1) (19.7) (19.5) (26.0) (21.8) (32.2) (30.0) (35.8) 31/2 4,395 4,980 5,195 6,815 5,995 8,650 7150 8,650 (88.9) (19.8) (22.4) (23.4) (30.7) (27.0) (38.9) (32.2) (38.9) 21/2 4,900 6,840 5,710 7,535 6,520 8,225 7,320 8,225 (63.5) (22.1) (30.8) (25 7) (33.9) (29.3) (37 0) (32.9) (37.0) 1/2 31/2 6,140 8,540 7,590 9,200 9,040 9,860 9,890 10,780 (12.7) (88.9) (27.6) (38.4) (34.2) (41 4) (40.7) (44 4) (44.5) (48.5) 5 7,260 10,140 8,480 11,230 9,700 12,320 10,935 12,315 (127.0) (32.7) (45.6) (38.2) (50.5) (43.7) (55.4) (49.2) (55.4) 2 3/4 5,360 7,970 6,535 9,970 7,705 11,970 8,490 11,970 (69.9) (24.1) (35.9) (29.4) (44.9) (34.7) (53.9) (38.2) (53.9) 5/8 4 6,460 10,860 8,210 12,710 9,960 14,560 13,110 15,900 (15.9) (101.6) (29.1) (48.9) (36.9) (57.2) (44.8) (65.5) (59.0) (71.6) 6 9,400 13,780 10,570 16,230 11 740 18,680 15,580 18,670 (152.4) (42.3) (62.0) (47.6) (73.0) (52.8) (84.1) (70.1). (84.0) 3 7,660 12,375 8,580 14,245 9,500 16,110 10,780 16,110 (76.2) (34.5) (55.7) (38.6) (64 1) (42.8) (72.5) (48.5) (72.5) 3/4 41/2 10,060 16,900 11,200 20,250 12,340 23,600 16,240 23,600 (19.1) (114.3) (45.3) (76.1) (504) (91 1) (55.5) (106.2) (73.1) (106.2) 7 11 780 22,640 13,440 25,880 15,100 29,120 21,980 29,120 (177.8) (53.0) (101.9) (60.5) (116.5) (68.0) (131.0) (98.9) (131.0) 1 The values listed above are.ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. 2. Linear interpolation may be used to determine ultimate loads for intermediate embedments and compressive strengths. Power -Bolt® 2,100 3,385 (9.5) (15.2) 2,620 3,200 (11.8) (14.4) Powers USA. (800) 524 3244 or (914) 235 6300 Canada: (905) 673 7295 or (514) 631 -4216 www.powers.com 31 Power-Bolt SPECIFICATION DESIGN MANUAL PERFORMANCE DATA Allowable Load Capacities for Carbon and Stainless Steel Power -Bolt in Normal Weight Concrete" Minimum Concrete Compressive Strength (f Anchor Minimum Diameter Embedment 2,000 psi (13.8 MPa) 1 3,000 psi (20.7 MPa) I 4,000 psi (27 6 MPa) 1 6,000 psi (41 4 MPa) Depth d b Tension Shear Tension Shear Tension in. in. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) 1 1/4 295 515 345 525 395 (31.8) (1.3) (2.3) (1.6) (2.4) (1.8) 1/4 1 3/4 350 515 390 575 425 (6.4) (44 5) (1.6) (2.3) (1.8) (2.6) (1.9) Shear lbs. (kN) 535 (2.4) 635 (2.9) 2 1/2 470 515 485 680 500 845 525 845 (63 5) (2.1) (2.3) (2.2) (3 1) (2.3) (3.8) (2.4) (3.8) 1 1/2 580 700 610 750 635 800 (38.1) (2.6) (3.2) (2.7) (3.4) (2.9) (3.6) ?owers FASTENERS Tension Shear (bN) (kN) 415 530 (1.9) (2.4) 465 635 (2.1) (2.9) 655 800 (2.9) (3.6) 5/16 2 660 820 720 940 780 1,060 820 1,060 (7.9) (50.8) (3.0) (3.7) (3.2) (4.2) (3.5) (4.8) (3,7) (4.8) 3 720 860 835 1105 945 1,345 1,065 1,345 (76.2) (3.2) (3.9) (3.8) (5.0) (4.3) (6.1) (4.8) (6.1) 2 875 995 1,010 1,300 1 145 1,605 1 480 1,860 (50.8) (3.9) (4.5) (4.5) (5.9) (5.2) (7.2) (6.7) (8.4) 3/8 2 1/2 950 1,095 1,080 1,445 1,215 1 790 1,665 1,990 (9.5) (63 5) (4.3) (4.9) (4.9) (6.5) (5.5) (8.1) (7 5) (9.0) 3 1/2 1 100 1,245 1,300 1 705 1,500 2,165 1 790 2,165 (88.9) (5.0) (5.6) (5.9) (7 7) (6.8) (9 7) (8.1) (9.7) 2 1/2 1,225 1 710 1 430 1,885 1,630 2,055 1,830 2,055 (63 5) (5.5) (7 7) (6.4) (8.5) (7.3) (9.2) (8.2) (9.2) 1/2 3 1/2 1,535 2,135 1,900 2,300 2,260 2,465 2,470 2,695 (12.7) (88.9) (6.9) (9.6) (8.6) (10.4) (10.2) (11 1) (11 1) (12.1) 5 1,815 2,535 2,120 2,810 2,425 3,080 2,735 3,080 (127 0) (8.2) (11 4) (9.5) (12.6) (10.9) (13.9) (12.3) (13.9) 2 3/4 1,340 1,995 1,635 2,495 1,925 2,995 2,125 2,995 (69.9) (6.0) (9.0) (7 4) (11.2) (8.7) (13.5) (9.6) (13.5) 5/8 4 1,615 2,715 2,055 3,180 2,490 3,640 3,275 3,975 (15.9) (101.6) (7.3) (12.2) (9.2) (14.3) (11.2) (16.4) (14 7) (17.9) 6 2,350 3,445 2,645 4,060 2,935 4,670 3,895 4,670 (152 4) (10.6) (15.5) (11.9) (18.3) (13.2) (21.0) (17 5) (21.0) 3 1,915 3,095. 2,145 3,560 2,375 4,025 2,695 4,025 (76.2) (8.6) (13.9) (9 7) (16.0) (10.7) (18.1) (12.1) (18.1) 3/4 41/2 2,515 4,225 2,800 5,065 3,085 5,900 4,060 5,900 (19 1) (114.3) (11.3) (19.0) (12.6) (22.8) (13.9) (26.6) (18.3) (26.6) 7 2,945 5,660 3,360 6,470 3,775 7,280 5,495 7,280 (177.8) (13.3) (25.5) (15.1) (29 1) (17.0) (32.8) (24 7) (32.8) 1 Allowable load capacities listed are calculated using an applied safety factor of 4.0. 2. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. 3. Allowable loads for anchors to resist short-term loads such as earthquake or wind may be increased by 33-1/3 percent for the duration of the load, where permitted by code. 32 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235 -6300 4- Powers FASTENERS SPECIFICATION DESIGN MANUAL PERFORMANCE DATA Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power -Bolt in Structural Lightweight Concrete'•z Minimum Concrete Compressive Strength (G) Anchor Minimum f 3,000 psi (20.7 MPa) Diameter Embedment Depth Ultimate Load I Allowable Load d h, Tension Shear Tension Shear in. in. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) 1 1/4 1,000 1,520 250 380 1/4 (31.8) (4.5) (6.8) (1 1) (1 7) (6.4) 2 1,510 1,540 380 385 (50.8) (6.8) (6.9) (1 7) (1 7) 2 2,160 2,780 540 695 3/8 (50.8) (9.7) (12.5) (2.4) (3.1) (9 5) 3 1/2 4,200 4,980 1,050 1,245 (88.9) (18.9) (22.4) (4.7) (5.6) 21/2 1/2 (63.5) f a 5,000 psi (34 5 MPa) Ultimate Load I Allowable Load Tension Shear Tension Shear lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) 1,320 1,520 330 380 (5.9) (6.8) (1.5) (1 7) 3,240 2,780 810 695 (14.6) (12.5) (3.6) (3.1) (12.7) 5 5,540 8,730 1,385 2,185 (127.0) (24.9) (39.3) (6.2) (9.8) 2 3/4 3,120 6,840 780 1 710 5/8 (69 9) (14.0) (30.8) (3.5) (7 7) (15.9) 6 6,730 14,340 1,685 3,585 (152.4) (30.3) (64.5) (7.6) (16.1) 3 5,600 8,765 1 400 2,190 3/4 (76.2) (25.2) (39.4) (6.3) (9.9) (19 1) 7 9,860 19,740 2,465 4,935 (177.8) (444) (88.8) (11 1) (22.2) 1 The values listed above are ultimate and allowable load capacities for Power -Bolt anchors in sand- lightweight concrete. 2. Allowable load capacities are calculated using an applied safety factor of 4.0. 3. Linear interpolation may be used to determine ultimate and allowable loads for intermediate embedments and compressive strengths. 5,240 6,840 (23.6) (30.8) Power -Bolt° 3,680 4,615 920 1 155 4,920 4,615 '030 1 155 (16.6) (20.8) (4.1) (5.2) (22.1) (20.8) (5.5) (5.2) 1;310 (5.9) 7,880 8,765 1,970 2,190 (35.5) (39.4) (8.9) (9.9) 1,710 (7 7) Powers USA. (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 33 Power -Bolt HAN 9' SPECIFICATION DESIGN MANUAL PERFORMANCE DATA Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power -Bolt Installed Through Metal Deck into Structural Lightweight Concrete'•z Lightweight Concrete over minimum 20 Gage Metal Deck, f" s 3,000 (20 7 MPa) Anchor Minimum Minimum 1 -1/2" Wide Deck 1 Minimum 4-1/2" Wide Deck Diameter Embedment Depth Ultimate Load I Allowable Load I Ultimate Load I Allowable Load d h, Tension Shear Tension Shear Tension Shear Tension Shear in. in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1 1/4 720 2360 180 590 920 2,360 230 590 (6.4) (31.8) (3.2) (10.6) (0.8) (2.7) (4 1) (10.6) (1 0) (2.7) 3/8 2 720 2,740 180 685 1,840 2,740 460 685 (9 5) (50.8) (3.2) (12.3) (0.8) (3.1) (8.3) (12.3) (2.1) (3.1) 1/2 21/2 1,640 2,740 410 685 2,000 4,400 500 1100 (12 7) (63 5) (7 4) (12.3) (1.8) (3.1) (9.0) (19.8) (2.3) (5.0) 5/8 2 3/4 2,000 4,440 500 1110 (15.9) (88.9) (9.0) (20.0) (23) (5.0) 3/4 3 4,960 4,480 1,240 1120 (19 1) (76.2) (22.3) (20.2) (5.6) (5.0) 1 The values listed above are ultimate and allowable load capacities for Power -Bolt anchor in sand lightweight concrete over metal deck. 2. Allowable loads capacities are calculated using an applied safety factor of 4.0. 3. Tabulated load values are for anchors installed in the center of the flute. Spacing distances shall be in accordance with the spacing table for lightweight concrete listed in the Design Criteria section for Power -Bolt. 4. Anchors are permitted to be installed in the lower or upper flute of the metal deck provided the proper installation procedures are maintained. `1'LAW; tR /ORMsL- MEIUTI d4NCRf I E Gam' MUM. USX '1 M)%M DM PSI) I' 72 ;tit 4 Q V i I r>a' t y F-,1:: Powers FASTENERS al 'SKI STZE1' W K I4?1. ;u 34 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA. (800) 524 -3244 or (914) 235-6300 Powers FASTENERS I waolcism ef�11. g:i TO. CTYP) i> SPECIFICATION DESIGN MANUAL PERFORMANCE DATA Ultimate and Allowable Load Capacities for Power -Bolt in Grout Filled Concrete Masonry 234 Anchor Diameter d in. (mm) 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) Anchor Diameter d in. (mm) 7/8 (22.2) 1/4 1 1/4 (6.4) (31.8) 1 1/2 (38.1) 1 1/4 3/8 (31.8) (9.5) 1 1/2 (38.1) 1 1/4 1/2 (31.8) (12.7) 1 1/2 (38.1) Minimum Minimum Embed. Edge Depth Distance h, in. in. (mm) (mm) 11/8 (28.6) 2 1/2 (63.5) 2 (50.8) 3 1/2 (88.9) 2 1/2 (63.5) 3 3/4 (95.3) 5 1/4 (133.4) 5 5/8 (142.9) 7 7/8 (200.0) 7 1/2 (190.5) 4 101/2 (101.6) (266.7) 2 3/4 9 3/8 5/8 (69.9) (238.1) (15.9) 5 13 1/8 (127.0) (333.4) 3 11 1/4 3/4 (76.2) (285.8) (19.1) 5 15 3/4 (127.0) (400.1) Minimum End Distance Tension in. lbs. (mm) (kN) 3 3/4 I (95.3) 3 3/4 I (95.3) 5 5/8 I (142.9) 5 5/8 I (142.9) 71/2 I (190.5) 71)2 I (190.5) 9 3/8 I (238.1) 9 3/8 I (238.1) 111/4 1 3,345 (285.8) 1 (15.0) 111/4 4,250 (285.8) (19 1) fi z 1,500 psi (10.4 MPa) Ultimate Load I Allowable Load 1,215 (5.5) 1,760 (7.9) 1,985 (8.9) 2,120 (9.5) 2,435 (11.0) 2,690 (12.1) 2,560 (11.5) 2,975 (13 4) 1. Tabulated load values are for carbon and stainless steel anchors installed in minimum 6-inch wide, Grade N, Type II, medium and normal weight concrete masonry units. Mortar must be minimum Type N. Masonry prism compressive strength must be 1,500 psi minimum at the time of installation. 2. Allowable loads are for carbon and stainless steel anchors and are based on average ultimate values using a safety factor of 5.0. 3. Linear interpolation may be used to determine ultimate and allowable loads for intermediate embedment depths. 4. The tabulated values are for anchors installed at a minimum of 12 anchor diameters on center for 100 percent capacity. Spacing distances may be reduced to 6 anchor diameters on center provided the capacities are reduced by 50 percent. Linear interpolation may be used for intermediate spacing. Ultimate and Allowable Load Capacities for Power -Bolt in Hollow Concrete Masonry'• Minimum Minimum Minimum Embed. Edge End Depth Distance Distance in. in. in. (mm) (mm) (mm) 3 3/4 (95.3) 3 3/4 (95.3) 3 3/4 (95.3) 12 (304.8) 12 (304.8) 12 (304.8) 12 (304.8) 3 3/4 (95.3) 8 (203.2) 12 (304.8) 8 (203.2) 12 (304.8) 8 (203.2) 12 (304.8) f z 1,500 psi (10.4 MPa) Ultimate Load I Allowable Load Tension lbs. (kN) 600 (2.7) 825 (3.7) 1,130 (5.1) 1,360 (6.1) 1 470 (6.6) 2,560 (11.5) 2,560 (11.5) Shear Tension lbs. (kN) 1,185 I (5.3) 1,185 (5.3) 3,065 I (13.8) 3,065 I (13.8) 5,650 I (25.4) 5,650 I (25.4) 9,000 I (40.5) 9,000 I (40.5) 9,870 I 670 (44.4) (3.0) 9,870 850 (44 4) (3.8) Shear Tension (kN) (kN) 765 120 (3.4) (0.5) 1,055 165 (4.8) (0.7) 1,230 225 (5.5) (1.0) 2,150 270 (9 7) (1.2) 2,600 295 (11 7) (1.3) 2,150 590 (9.7) (2.4) 3,385 510 (15.2) (2.3) Power -Bolt® 245 (1 1) 350 (1.6) 395 (1.8) 425 (1.9) 485 (2.2) 540 (2.4) 510 (2.3) 595 (2.7) Shear lbs. (kN) 235 (1 1) 235 (1 1) 615 (2.8) 615 (2.8) 1,130 (5.1) 1,130 (5 1) 1,800 (8.1) 1,800 (8.1) 1,975 (8.9) 1,975 (8.9) Shear lbs. (kN) 155 (0.7) 210 (0.9) 245 (1 1) 430 (1.9) 520 (2.3) 430 (1.9) 675 (3.0) 1. Tabulated load values are for carbon and stainless steel anchors installed in minimum 6 -inch wide, Grade N, Type II, medium and normal weight concrete masonry units. Mortar must be minimum Type N. Masonry prism compressive strength must be 1,500 psi minimum at the time of installation. 2. Allowable loads are for carbon and stainless steel anchors and are based on average ultimate values using a safety factor of 5.0. 3. Linear interpolation may be used to determine ultimate and allowable loads for intermediate embedment depths. 4. The tabulated values are for anchors installed at a minimum of 12 anchor.diameters on center for 100 percent capacity. Spacing distances may be reduced to 6 anchor diameters on center provided the capacities are reduced by 50 percent. Linear interpolation may be used for intermediate spacing. 5. Anchors with diameters of 1/2 and larger installed in hollow concrete masonry units are limited to one anchor per unit cell. Powers USA. (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 35 36 Power-Bolt PERFORMANCE DATA y 5 5 ,Nn 3 ,Vn y 1 Anchor Dimension Spacing (s) Edge Distance (c) Anchor Dimension Spacing (s) Edge Distance (c) k".. lkisttro Egad Dlstattoe Load Type I Tension and Shear Tension Shear Load Type I Tension and Shear Tension Shear www.powers.com Ultimate and Allowable Load Capacities for Power -Bolt in Clay Brick Masonryt•" Anchor Dia. d in. (mm) SPECIFICATION DESIGN MANUAL Min. Min. Min. Spacing Embed. Edge End Distance Depth Distance Distance b in. (mm) Powers FASTENERS Structural Brick Masonry f;,, z 1,500 psi (10.4 MPa) Ultimate Load I Allowable Load Tension Shear Tension Shear lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) 7/8 1,090 1160 220 230 (22.2) (4.9) (5.2) (1.0) (1.0) 1/4 8 4 6 (6.4) (203.2) (101.6) (152.4) 11/2 1 455 1,265 290 255 (38.1) (6.6) (5.7) (1.3) (11) 3/8 2 (9 5) (50.8) 1/2 2 1/2 '(12.7) (63.5) 5/8 2 3/4 (15.9) (69.9) 3/4 3 (19 1) (76.2) Critical Distance (Full Anchor Capacity) Scr 2.0h ccr 12d ccr. 12d Critical Distance (Full Anchor Capacity) scr 2.0h ccr 12d ccr 12d 12 (304.8) 16 (406.4) OR s1 Canada: (905) 673 -7295 or (514) 631 -4216 6 8 (152.4) (203.2) 8 10 (203.2) (254.0) 10 12 (254.0) (304.8) 12 16 (304.8) (406.4) 1 Tabulated load values are for carbon and stainless steel anchors installed in Grade SW multiple wythe, solid brick masonry conforming to ASTM C62. 2. Allowable loads are calculated using an applied safety factor of 5 0. 3. Spacing between anchors may be reduced to half the listed distances provided the capacities are reduced by 50 percent. Linear interpolation may be used for intermediate spacing. DESIGN CRITERIA Combined Loading For anchors loaded in both shear and tension, the combination of loads should be proportioned as follows: Load Adjustment Factors for Spacing and Edge Distances Anchor Installed in Normal Weight Concrete Where: N„ Applied Service Tension Load Nn Allowable Tension Load V„ Applied Service Shear Load V Allowable Shear Load Critical Load Factor FN F 1.0 FN 1 .0 Fv =1.0 Critical Load Factor FN 1.0 FN =1.0 Fv 1.0 smin Anchor Installed in Lightweight Concrete 2,015 3,655 405 730 (9 1) (16.5) (1.8) (3.3) 3,110 4,585 620 915 (14.0) (20.6) (2.8) (4.1) 4,535 5,470 905 1,095 (20.4) (24.6) (4.1) (4.9) 5,930 6,770 1185 1,355 (26.7) (30.5) (5.3) (6.1) Minimum Distance Minimum (Reduced Capacity) Load Factor FN Fv 0.50 cmin 5d FN 0.70 cmin 5d Fv= 0.35 Minimum Distance (Reduced Capacity) smin by cmin 5d cmin 5d Minimum Load Factor FN F 0.50 FN 0.80 Fv= 0.40 Powers USA. (800) 524 -3244 or (914) 235 -6300 Powers FASTENERS DESIGN CRITERIA Load Adjustment Factors for Normal- Weight Concrete Spacing, Tension (FN) Shear (Fv) Dia. (in.) I 1/4 by (in.) 11 1/411 3/4 Scr (in.) 12121312 smin (in.) 11 1/411 3/4 1 1 /4 0.501 1 3/4 0.70 1 0.50 2 0.80 1 0.57 2 12 1.0010.71 2 3/4 10.79 3 1 0.86 3 1/2 1.00 4 412 5 51/2 6 Dia. (in.) ccr (in.) cmin (in.) 1 1 /4 7 8 9 10 12 14 1 5/8 1 7/8 2 2 1/2 3 3 1/8 3 3/4 4 41/2 5 6 6 1/4 7 7 1/2 8 9 Dia. (in.) ccr (in.) cmin (in.) 1 1/4 1 5/8 1 7/8 2 2 1/2 3 3 1/8 3 3/4 4 4 1/2 5 6 6 1/4 7 7 1/2 8 9 1/4 3 1 1/4 0.70 0.76 0.81 0.83 0.91 1.00 1/4 3 1 1/4 0.35 0.49 0.58 0.63 0.81 1.00 21/21 51 21/21 0.50 0.55 0.60 0.70 0.80 0.90 1.00 3/8 2 1212 415 2 1212 0.50 0.63 0.69 0.75 0.88 1.00 0.50 0.55 0.60 0.70 0.80 0.90 1.00 0.70 0.71 0.77 0.83 0.84 0.91 0.94 0.35 0.38 0.50 0.63 0.66 0.81 0.88 1.00 SPECIFICATION DESIGN MANUAL 1 3 1/212 1/2 7 312121/2 1 I 1.0.50 .10.55 1 0.60 0.50 1 0.70 0.57 0.80 0.64 0.90 0.71 1.00 0.79 0.86 1.00 Edge Distance, Tension (FN) 3/8 I 1/2 I 5/8 41/2 I 6 I 712 1 7/8 I 212 I 31/8 Edge Distance, Shear (Fv) 3/8 1/2 5/8 3/4 4 1/2 6 7 1/2 9 1 7/8 2 1/2 3 1/8 3 3/4 1/2 31/21 5 123/4 7 1 10 1512 312 5 12 3/4 0.50 0.57 0.64 0.71 0.79 0.86 1.00 0.70 0.74 0.75 0.81 0.83 0.87 0.91 1.00 0.35 0.44 0.47 0.58 0.63 0.72 0.81 1.00 0.50 0.55 0.60 0.70 0.80 0.90 1.00 1 0.50 0.55 0.64 0.73 0.82 0.91 1.00 0.50 0.56 0.63 0.69 0.75 0.88 1.00 5/8 4 I 6 8 112 4 I 6 0.70 0.74 0.76 0.79 0.83 0.90 0.91 0.97 1.00 0.35 0.44 0.48 0.55 0.63 0.78 0.81 0.93 1.00 0.50 0.58 0.67 0.75 0.83 1.00 I 3/4 I 3 141/2 7 I 6 1 9 14 1 3 1412 7 0.50 0.58 0.67 0.75 0.83 0.92 1.00 0.50 0.56 0.61 0.67 0.78 0.89 1.00 Notes: For anchors loaded in tension, the critical edge distance (c is equal to 12 anchor diameters 3/4 (12d) at which the anchor achieves 100% of load. 9 Minimum edge distance (cmin) is equal to 5 anchor 3 3/4 diameters (5d) at which the anchor achieves 70% of load. 0.70 0.71 0.74 0.77 0.83 0.84 0.89 0.91 0.94 1.00 0.35 0.38 0.44 0.50 0.63 0.66 0.75 0.81 0.88 1.00 0.50 0.57 0.64 0.71 0.86 1.00 Power -Bolt Notes: For anchors loaded in tension and shear, the critical spacing (s is equal to 2 embedment depths (2 h at which the anchor achieves 100% of load. Minimum spacing (smmn) is equal to 1 embedment depth (N) at which the anchor achieves 50% of load. Notes: For anchors loaded in shear, the critical edge distance (c is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (cmrn) is equal to 5 anchor diameters (5d) at which the anchor achieves 35% of load. Powers USA: (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 37 z r 0 2 crl I Power -Bolt® DESIGN CRITERIA Load Adjustment Factors for Lightweight Concrete Spacing, Tension (F,,) Shear (Fv) Dia. (in.) h, (in.) Scr (in.) Smin (in.) 1 1/4 1 3/4 2 21/2 2 3/4 3 3 1/2 4 41/2 5 512 6 7 8 9 10 12 14 Dia. (in.) ccr (in.) cmin (in.) 1 1 /4 1 5/8 1 7/8 2 2 1/2 3 3 1/8 3 3/4 4 41 /2 5 6 6 1/4 7 7 1/2 8 9 Dia. (in.) ccr (in.) Cmin (1n.) 1 1/4 1 5/8 1 7/8 2 2 12 3 3 1/8 3 3/4 4 41 /2 5 6 6 1/4 7 71/2 8 9 1 114 21 /2 11/4 0.50 0.70 0.80 1.00 1/4 1 3/4 312 1 3/4 0.50 0.57 0.71 0.79 0.86 1.00 1/4 3 1 1/4 0.80 0.84 0.87 0.89 0.94 1.00 1/4 3 1 1/4 0.40 0.53 0.61 0.66 0.83 1.00 21 /2 5 21 /2 0.50 0.55 0.60 0.70 0.80 0.90 1.00 2 4 2 0.50 0.63 0.69 0.75 0.88 1.00 3/8 21/21312 5 7 21/2 312 I.. I. 0.501 0.551 0.60 F 0.701 0.50 0.801 0.57 0.90 0.64 1.00 0.71 0.79 0.86 0.40 0.43 0.54 0.66 0.69 0.83 0.89 1.00 1.00 SPECIFICATION DESIGN MANUAL 1/2 21/213121 5 5 I 7 10 21/213121 5 I I 0.50 0.55 I. 0.60 I 0.70 0.50 0.80 0.57 0.90 0.64 1.00 0.71 0.50 0.79 0.55 0.86 0.60 1.00 0.70 0.80 0.90 1.00 0.40 0.49 0.51 0.61 0.66 0.74 0.83 1.00 5/8 I 23/41 4 1 6 I 3 51/21 8 112 I 6 23/41 4 1 6 I 3 1 i I 0.501• 0.55 I 0.641 0.731 0.50 0.821 0.56 0.91 0.63 1.00 0.69 0.75 0.88 1.00 0.40 0.49 0.52 0.59 0.66 0.79 0.83 0.93 1.00 I 0.50 0.58 0.67 0.75 0.83 0.92 0.50 1.00 0.58 0.67 0.75 0.83 1.00 3/4 4121 7 9 114 4121 7 0.50 0.56 0.61 0.67 0.78 0.89 1.00 Edge Distance, Tension (F,v) 3/8 1/2 I 5/8 I 3/4 4 1/2 6 I 7 1/2 I 9 1 7/8 2 1/2 I 3 1/8 I 3 3/4 I. 0.80 0.81 0.85 0.80 I I' 0.89 0.83 I. 1 0.90 0.84 I 0.80 0.94 0.87 I 0.83 I 0.80 0.96 0.89 0.84 I 0.81 1.00 0.91 1 0.86 0.83 0.94 I 0.89 0.85 1.00 0.93 0.89 0.94 0.90 0.98 0.92 1.00 0.94 0.96 1.00 Edge Distance, Shear (F„) 3/8 1/2 I 5/8 I. 3/4 41/2 6 1 712 I 9 1 7/8 2 1/2 I 3 1/8 I 3 3/4 0.40 0.43 0.49 0.54 0.66 0.69 0.77 0.83 0.89 1.00 0.50 0.57 0.64 0.71 0.86 1.00 Powers. FASTENERS Notes: For anchors loaded in tension and shear, the critical spacing (s is equal to 2 embedment depths (2 at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 1 embedment depth MO at which the anchor achieves 50% of load. Notes: For anchors loaded in tension, the critical edge distance (c is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (cmin) is equal to 5 anchor diameters (5d) at which the anchor achieves 80% of load. Notes: For anchors loaded in shear, the critical edge distance (c is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (cmin) is equal to 5 anchor diameters (5d) at which the anchor achieves 40% of load. 34 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 't -Powers FASTENERS ORDERING INFORMATION Carbon Steel Hex Head Cat. No. I Anchor Size 6900 1/4" x 1" 6902 1/4" x 1 3/4" 6906 1/4" x 3" 6907 5/16" x 1 3/4" 6908 5/16" x 21/2" 6909 5/16" x 3 1/2" 6910 3/8" x 2 1/4" 6911* 3/8" x 1 7/8" 6913 3/8" x 3" 6914 3/8" x 3 1/2" 6916 3/8" x 4" 6930 1/2" x 2 3/4" 6932 1/2" x 3 3/4" 6934 1/2" x 4 3/4" 6936 1/2" x 5 3/4" 6940 5/8" x 3" 6942 5/8" x 4" 6944 5/8" x 5" 6945 5/8" x 6" 6947 5/8" x 8 1/2" 6950 3/4"x31/4" 6952 3/4" x 4 1/4" 6954 3/4" x 5 1/4" 6956 3/4" x 7 1/4" 6957 3/4" x 8 1/4", The published length is measured from below *This size does not have a compression ring. Stainless Steel Hex Head Power -Bolt Cat. No. 5900* 5902 5906 5910 5914 5916 5930 5934 5944 5946 5954 5957 Anchor Size 1/4" x 1' 1/4" x 1 3/4" 1/4 "x 3' 3/8" x 2 1/4" 3/8" x 3 1/2" 3/8' x 4" 1/2" x 2 3/4" 1/2 "x43/4" 5/8 x 5' 5 /8 "x 7" 3/4 x 5 -1/4' 3/4" x 8 1/4" The published length is measured from below the washer to the end of the anchor. *This size does not have a compression ring. Powers USA. (800) 524 -3244 or (914) 235 -6300 SPECIFICATION DESIGN MANUAL Power -Bolt Drill Dia. 1/4" 1 /4" 1 /4" 5/16" 5/16" 5/16" 3/8" 3/8" 3/8" 3/8 3/8" 1/2" 1/2" 1/2" 1/2" 5/8" 5/8" 5/8" 5/8" 5/8" 3/4" 3/4" 3/4" 3/4" 3/4" the washer to the end of the anchor. Min. Embed. I Std. Box I Std. Carton I Wt. /100 7/8" 1 1/4" 1 1/4" 1 1/2" 1 1/2" 1 1/2" 2" 1 1/4" 2" 2" 2" 2 1/2" 2 1/2" 2 1/2" 2-1/2" 2 -3/4" 2 -3/4" 2 -3/4" 2 -3/4" 2 3/4" 3" 3" 3" 3" 3" 100 100 100 100 50 50 50 100 50 50 50 50 25 25 25 20 ,15 15 15 10 15 10 10 10 10 600 600 600 600 300 300 300 600 300 300 300 200 150 150 150 120 90 90 90 40 90 60 60 40 40 Carbon Steel Flat Head Power-Bolt Cat. No. I Anchor Siz I Drill Dia. Min. Embed. Std. Box Std. Carton I Wt. /100 6981 I 3/8" x 3 3/4" I 3/8" 2 I 50 300 I 14 6982 I 3/8" x 5' I 3/8' 2 I 50 300 I 17 6983 I 3/8 x 6 I 3/8° I 2" I 50 300 I 20 6984 I 1/2' x 5' I 1/2" I 2 1/2" I 25 150 I 26 6987 I 5/8 x 5 1/2" I 5/8 I 2 3/4" I 15 90 I 57 The published length is the overall length of the anchor. The flat head Power -Bolt anchor has a hex key insert formed in the head of the bolt. Each box contains an Allen wrench which matches the insert size. Drill Dia. I Min. Embed. I Std. Box Std. Carton 1/4" 1/4" 1/4" 3/8" 3/8' 3/8 1/2' 1/2 5/8 5/8" 3/4" 3/4" 7/8" 100 600 1 1/4" 100 600 11/4" 100 600 2" 50 300 2' 50 300 2 50 300 21/2 50 200 2 1/2 25 150 2 3/4' 15 90 2 -3/4" 15 60 3 15 60 3" 10 40 2006 Powers Fasteners, Inc. All Rights Reserved. Power -Bolt is a registered trademark of Powers Fasteners, Inc. Canada: (905) 673 -7295 or (514) 631 -4216 2 3 5 5 6 8 8 6 11 12 14 16 21 26 32 28 40 47 57 77 47 58 70 105 110 Wt. /100 2 3 5 10 12 14 16 26 47 67 70 110 Power -Bolt® N V 20 Q V 2 www.powers.com 39