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Home My WebLink About26 0529-01-0 Hangers & Supports-Azt OXOBOXO LOFTS 42 Pink Row Uncasville, CT GENERAL CONTRACTOR: Dakota Partners 1264 Main Street Waltham, MA 02451 ELECTRICAL CONTRACTOR: Horton Electrical Services 97 River Road Canton, CT 06019 860‐693‐6388 Hangers & Supports 26 0529 CIVIL ENGINEER: BSC Group 300 Winding Brook Drive Glastonbury, CT 06033 STRUCTURAL ENGINEER: Morrissey Engineering, LLC 58 Essex Street Deep River, CT. 06417 ARCHITECT: Paul B. Bailey Architect, LLC. 110 Audubon Street New Haven, CT 06510 MECHANICAL/ELECTRICAL ENGINEER: Aztech Engineer, Inc. 901 Wethersfield Avenue Hartford, CT 06114 Our beam attachments and pipe supports offered in this section are designed to provide supports without drilling or welding. A complete selection of beam clamps, pipe clamps, rollers, supports and accessories are designed for use with our channels and offer many installation advantages. Materials & Finishes* Pipe clamps, pipe hangers, beam clamps, brackets, and rollers are made from low carbon steel strips, plates or rod unless noted. *Unless otherwise noted. Load Data The load data published includes a safety factor of 5.0 unless noted (safety factor = ratio of ultimate load to the design load). Recommended Torque For Setscrews(unless noted) *See chart on page 72 for bolt torque. Metric Metric dimensions are shown in parentheses. Unless noted, all metric dimensions are in millimeters. Setscrew Size 1/4”-20 3/8”-16 1/2”-13 Foot/Lbs.4511 Nm 5715 Setscrew Size 5/8”-11 3/4”-10 Foot/Lbs.21 34 Nm 28 46Pipe/Conduit Clamps &HangersFinish Code Finish Specification PLN Plain ASTM A1011 33,000 PSI min. yield ZN Electro-Plated Zinc ASTM B633 SC3 Type III or ASTM A653 GRN DURA-GREEN™ DCU DURA-COPPER™ HDG Hot-Dipped Galvanized ASTM A123 YZN Yellow Zinc Chromate ASTM B633 SC3 Type II SS4 Stainless Steel Type 304 ASTM A240 SS6 Stainless Steel Type 316 ASTM A240 AL Aluminum ASTM B209 Pipe/Conduit Clamps & Hangers Strut Systems126 B2207 THRU B2213 MULTI-GRIP PIPE CLAMPS FOR THINWALL (EMT), I.M.C., RIGID CONDUIT OR PIPE • Safety Factor of 5 • Add PA to suffix for pre-assembled pipe clamps • Includes Combination Recess Hex Head Machine Screw and Square Nut • Material: ASTM A1011 33,000 PSI min. yield • Standard finish: ZN Nominal Material O.D. Size Alternate For Design Load 1 Design Load 2 Design Load 3 Wt./C Part No. Size Thickness Range Clamp No.’s Lbs. kN Lbs. kg Lbs. kg Lbs. kg B2207 3/8”(10)16 Ga.(1.5).557-.706 (14.2-17.9)B2000, B2001,400 (1.78)50 (.22) 50 (.22) 9 (4.1)B2026 B2208 1/2”(15)16 Ga.(1.5).701-.875 (17.8-22.2)B2001, B2008,400 (1.78)50 (.22) 50 (.22) 11 (5.0)B2027, B2028 B2209 3/4”(20)14 Ga.(1.9).917-1.081 (23.2-27.4)B2002, B2009, 400 (1.78)50 (.22) 50 (.22) 12 (5.4) B2210 1”(25)14 Ga.(1.9)1.125-1.375 (28.6-34.9)B2003, B2010,400 (1.78)50 (.22) 50 (.22) 13 (5.9)B2030, B2031, B2211 11/4”(32)14 Ga.(1.9)1.500-1.691 (38.1-42.9)B2004, B2011,400 (1.78)50 (.22) 50 (.22) 15 (6.8)B2033, B2034 B2212 11/2”(40)12 Ga.(2.6)1.735-1.931 (44.0-49.0)B2005, B2012,600 (2.67)75 (.33) 75 (.33) 23 (10.4)B2035 B2213 2”(50)12 Ga.(2.6)2.192-2.400 (55.7-60.9)B2006, B2013 600 (2.67)75 (.33) 75 (.33) 26 (11.8)B2039 Design Load 1 Design Load 2 Design Load 3 BPC-8 THRU BPC-64 BREAK-APART CONDUIT CLAMP • Design Load 200 Lbs. (.896 kN) • Includes Combination Recess Hex Head Machine Screw • Material: ASTM A1011 33,000 PSI min. yield • Standard finish: ZN A Part No. Rigid or EMT Wt./C Conduit Size Lbs. kg BPC-8 1/2”(21.3)11.2 (5.1) BPC-12 3/4”(26.7)12.7 (5.8) BPC-16 1”(33.4)14.5 (6.6) BPC-20 11/4”(42.2)16.5 (7.5) BPC-24 11/2”(48.3)18.5 (8.4) BPC-32 2”(60.3)21.5 (9.8) BPC-40 21/2”(73.0)21.5 (9.8) BPC-48 3”(88.9)22.0 (10.0) BPC-56 31/2”(101.6)23.0 (10.4) BPC-64 4”(114.3)27.5 (12.5) A Design Load Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps 127Strut Systems B2000 SERIES PIPE AND CONDUIT CLAMPS • Safety Factor of 5 • Add PA to suffix for pre-assembled pipe clamps • Includes Combination Recess Hex Head Machine Screw and Square Nut • Material: 16 Ga. (1.5), 14 Ga. (1.9),12 Ga. (2.6)ASTM A1011 33,000 PSI min. yield and 11 Ga. (3.0)ASTM A1011HSLA Gr. 50 • Standard finishes: ZN, HDG, SS4, SS6, AL Note: For EMT sizes 21/2” and larger use rigid conduit sizes. Conduit Material Design Load 1 Design Load 2 Design Load 3 Wt./C Part No. Size Thickness Lbs. kN Lbs. kg Lbs. kg Lbs. kg B2000 3/8”(10)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)10 (4.5) B2001 1/2”(15)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)10 (4.5) B2002 3/4”(20)16 Ga.(1.9)400 (1.78)50 (.22)50 (.22)11 (5.0) B2003 1”(25)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)16 (7.2) B2004 11/4”(32)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)19 (8.6) B2005 11/2”(40)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)28 (12.7) B2006 2”(50)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)33 (14.9) Conduit Material Design Load 1 Design Load 2 Design Load 3 Wt./C Part No. Size Thickness Lbs. kN Lbs. kg Lbs. kg Lbs. kg B2001 3/8”(10)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)10 (4.5) B2008 1/2”(15)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)11 (5.0) B2009 3/4”(20)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)15 (6.8) B2010 1”(25)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)16 (7.2) B2011 11/4”(32)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)20 (9.1) B2012 11/2”(40)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)30 (13.6) B2013 2”(50)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)34 (15.4) B2014 21/2”(65)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)38 (17.2) B2015 3”(80)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)44 (19.9) B2016 31/2”(90)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)61 (27.6) B2017 4”(100)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)66 (29.9) B2018 41/2”(115)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)70 (31.7) B2019 5”(125)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)77 (34.9) B2020 6”(150)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)100 (45.3) B2021 7”(175)11 Ga.(3.0)1000 (4.45)250 (1.11)200 (.89)115 (52.1) B2022 8”(200)11 Ga.(3.0)1000 (4.45)250 (1.11)200 (.89)128 (58.0) B2130 10 (254)11 Ga.(3.0)1000 (4.45) 250 (1.11)200 (.89)160 (72.6) B2132 12”(305)11 Ga.(3.0)1000 (4.45)250 (1.11)200 (.89)185 (83.9) THINWALL CONDUIT (EMT) CLAMPS RIGID CONDUIT OR PIPE CLAMPS Design Load 1 Design Load 3 Design Load 2 Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps Strut Systems128 B2000 SERIES PVC CLAMPS • Safety Factor of 5 • Add PA to suffix for pre-assembled pipe clamps • Includes Combination Recess Hex Head Machine Screw and Square Nut • Material: 16 Ga. (1.5), 14 Ga. (1.9),12 Ga. (2.6)ASTM A1011 33,000 PSI min. yield and 11 Ga. (3.0)ASTM A1011HSLA Gr. 50 • Standard finishes: PVC CLAMP SIZING CHART FOR PVC COATED RIGID CONDUIT AND CLAMPS Conduit Coating Nominal .020 (.51mm) .040 (1.01mm) Conduit Clamp Coating Clamp Coating Size 0 .020 (.51mm)0 .020 (.51mm) 1/2”(15)B2008 B2002 B2002 B2009 3/4”(20)B2030 B2030 B2030 B2003 1”(25)B2032 B2010 B2010 B2004 11/4”(32)B2005 B2005 B2005 B2005 11/2”(40)B2012 B2037 B2037 B2037 2”(50)B2013 B2041 B2041 B2041 21/2”(65)B2014 B2045 B2045 B2045 3”(80)B2015 B2050 B2050 B2050 31/2”(90)B2016 B2054 B2054 B2054 4”(100)B2017 B2058 B2058 B2058 5”(125)B2019 B2066 B2066 B2066 6”(150)B2020 B2115 B2115 B2115 Conduit Coating Nominal .020 (.51mm) .040 (1.01mm) Conduit Clamp Coating Clamp Coating Size 0 .020 (.51mm)0 .020 (.51mm) 3/8”(10)B2026 B2026 B2026 B2001 1/2”(15)B2027 B2027 B2027 B2008 3/4”(20)B2009 B2009 B2009 B2009 1”(25)B2003 B2031 B2031 B2031 11/4”(32)B2004 B2011 B2011 B2011 11/2”(40)B2005 B2005 B2005 B2012 2”(50)B2039 B2039 B2039 B2013 CLAMP SIZING CHART FOR PVC COATED THINWALL (EMT) CONDUIT AND CLAMPS Design Load 1 Design Load 3 Design Load 2 *See B2000 O.D. pipe and conduit clamp chart on pgs. 130-131 for corresponding clamp load data. *See B2000 O.D. pipe and conduit clamp chart on pgs. 130-131 for corresponding clamp load data. Part Tubing O.D. Size Material Design Load 1 Design Load 2 Design Load 3 Wt./C No. Size In. (mm)Thickness Lbs. kN Lbs. kg Lbs. kg Lbs. kg B2024DCU 1/4” .375 (9.5)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)8 (3.6) B2025DCU 3/8” .500 (12.7)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)9 (4.1) B2026DCU 1/2” .625 (15.9)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)10 (4.5) B2027DCU 5/8” .750 (19.0)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)10 (4.5) B2008DCU 3/4” .875 (22.2)16 Ga.(1.5)400 (1.78)50 (.22)50 (.22)11 (5.0) B2030DCU 1” 1.125 (28.6)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)15 (6.8) B2010DCU 11/4” 1.375 (34.9)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)17 (7.7) B2011DCU 11/2” 1.625 (41.3)14 Ga.(1.9)600 (2.67)75 (.33)75 (.33)19 (8.6) B2038DCU 2 2.125 (54.0)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)32 (14.5) B2042DCU 21/2” 2.625 (66.7)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)35 (15.9) B2046DCU 3 3.125 (79.4)12 Ga.(2.6)800 (3.56)125 (.56)125 (.56)39 (17.7) B2050DCU 31/2” 3.625 (92.1)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)54 (24.5) B2054DCU 4 4.125 (104.8)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)61 (27.6) B2062DCU 5 5.125 (130.2)11 Ga.(3.0)1000 (4.45)200 (.89)150 (.67)70 (31.7) B2110DCU 6 6.125 (155.6)11 Ga.(3.0)1000 (4.45)250 (1.11)200 (.89)94 (42.6) B2126DCU 8 8.125 (206.4)11 Ga.(3.0)1000 (4.45)250 (1.11)200 (.89)123 (55.8) COPPER TUBING CLAMPS B2000 SERIES COPPER TUBING CLAMPS • Safety Factor of 5 • Add PA to suffix for pre-assembled pipe clamps • Includes Combination Recess Hex Head Machine Screw and Square Nut • Material: 16 Ga. (1.5), 14 Ga. (1.9),12 Ga. (2.6)ASTM A1011 33,000 PSI min. yield and 11 Ga. (3.0)ASTM A1011HSLA Gr. 50 • Standard finish: Exclusive DURA-COPPER™Finish (DCU) Design Load 1 Design Load 3 Design Load 2 Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps 129Strut Systems B2000 SERIES O.D. PIPE AND CONDUIT CLAMPS • Safety Factor of 5 • Add PA to suffix for pre-assembled pipe clamps • Other sizes available upon request • Includes Combination Recess Hex Head Machine Screw and Square Nut. • Material: 16 Ga. (1.5), 14 Ga. (1.9),12 Ga. (2.6) ASTM A1011 33,000 PSI min. yield and 11 Ga. (3.0) ASTM A1011HSLA Gr. 50 • Standard finishes: ZN, HDG, SS4 Part O.D. Hardware Material Design Load 1 Design Load 2 Design Load 3 Wt./C No.Size (in.)Size Gauge Thickness Lbs. kN Lbs. kN Lbs. kN Lbs. kg B2023 1/4”(6.3)1/4”-20 16 (1.5)120 (.54)30 (.13)30 (.13)8 (3.6) B2024 3/8”(9.5)1/4”-20 16 (1.5)300 (1.33)40 (.18)40 (.18)8 (3.6) B2025 1/2”(12.7)1/4”-20 16 (1.5)400 (1.78)50 (.22)50 (.22)9 (4.1) B2026 5/8”(15.9)1/4”-20 16 (1.5)400 (1.78)50 (.22)50 (.22)10 (4.5) B2027 3/4”(19.0)1/4”-20 16 (1.5)400 (1.78)50 (.22)50 (.22)10 (4.5) B2008 7/8”(22.2)1/4”-20 16 (1.5)400 (1.78)50 (.22)50 (.22)11 (5.0) B2009 1”(25.4)1/4”-20 14 (1.9)500 (2.22)75 (.33)75 (.33)15 (6.8) B2030 11/8”(28.6)1/4”-20 14 (1.9)600 (2.67)75 (.33)75 (.33)15 (6.8) B2031 11/4”(31.7)1/4”-20 14 (1.9)600 (2.67)75 (.33)75 (.33)16 (7.3) B2010 13/8”(34.9)1/4”-20 14 (1.9)600 (2.67)75 (.33)75 (.33)17 (7.7) B2004 11/2”(38.1)1/4”-20 14 (1.9)600 (2.67)75 (.33)75 (.33)18 (8.2) B2011 15/8”(41.3)1/4”-20 14 (1.9)600 (2.67)75 (.33)75 (.33)19 (8.6) B2005 13/4”(44.4)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)29 (13.1) B2012 17/8”(47.6)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)30 (13.6) B2037 2 (50.8)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)30 (13.6) B2038 21/8”(54.0)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)32 (14.5) B2039 21/4”(57.1)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)32 (14.5) B2013 23/8”(60.3)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)34 (15.4) B2041 21/2”(63.5)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)35 (15.9) B2042 25/8”(66.7)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)35 (15.9) B2043 23/4”(69.8)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)38 (17.2) B2014 27/8”(73.0)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)38 (17.2) B2045 3 (76.2)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)38 (17.2) B2046 31/8”(79.4)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)39 (17.7) B2047 31/4”(82.5)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)41 (18.6) B2048 33/8”(85.7)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)43 (19.5) B2015 31/2”(88.9)5/16”-18 12 (2.6)800 (3.56)125 (.56)125 (.56)44 (20.0) B2050 35/8”(92.1)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)54 (24.5) B2051 33/4”(95.2)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)57 (25.8) B2052 37/8”(41.3)5/16”-18 11 (3.0)1000 (4.45 200 (.89)150 (.67)55 (25.0) B2016 4 (101.6)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)57 (25.8) B2054 41/8”(104.8)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)61 (27.7) B2055 41/4”(107.9)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)62 (28.1) B2056 43/8”(111.1)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)64 (29.0) B2017 41/2”(114.3)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)66 (29.9) B2058 45/8”(117.5)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)66 (29.9) O.D. CLAMPS Design Load 1 Design Load 3 Design Load 2 O.D. O.D.Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps Strut Systems130 Part O.D. Hardware Material Design Load 1 Design Load 2 Design Load 3 Wt./C No.Size (in.)Size Gauge Thickness Lbs. kN Lbs. kN Lbs. kN Lbs. kg B2059 43/4”(120.6)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)68 (30.8) B2060 47/8”(123.8)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)69 (31.3) B2018 5 (127.0)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)70 (31.8) B2062 51/8”(130.2)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)70 (31.8) B2063 51/4”(133.3)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)70 (31.8) B2064 53/8”(136.5)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)77 (34.9) B2019 51/2”(139.7)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)78 (35.4) B2066 55/8”(142.9)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)83 (37.6) B2067 53/4”(146.0)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)84 (38.1) B2068 57/8”(149.2)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)85 (38.6) B2069 6”(152.4)5/16”-18 11 (3.0)1000 (4.45)200 (.89)150 (.67)87 (39.5) B2110 61/8”(155.6)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)94 (42.6) B2111 61/4”(158.7)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)96 (43.5) B2112 63/8”(161.9)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)98 (44.4) B2113 61/2”(165.1)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)99 (44.9) B2020 65/8”(168.3)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)100 (45.4) B2115 63/4”(171.4)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)102 (46.3) B2116 67/8”(174.6)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)104 (47.2) B2117 7”(177.8)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)106 (48.1) B2118 71/8”(181.0)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)108 (49.0) B2119 71/4”(184.1)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)110 (49.9) B2120 73/8”(187.3)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)112 (50.8) B2121 71/2”(190.5)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)114 (51.7) B2021 75/8”(193.7)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)115 (52.2) B2123 73/4”(196.8)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)117 (53.1) B2124 77/8”(200.0)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)119 (54.0) B2125 8”(203.2)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)121 (54.9) B2126 81/8”(206.4)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)123 (55.8) B2127 81/4”(209.5)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)125 (56.7) B2128 83/8”(212.7)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)126 (57.2) B2129 81/2”(215.9)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)128 (58.1) B2022 85/8”(219.1)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)128 (58.1) B2130 103/4”(273.0)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)160 (72.6) B2132 123/4”(323.8)3/8”-16 11 (3.0)1000 (4.45)250 (1.11)200 (.89)185 (83.9) O.D. CLAMPS B2000 SERIES O.D. PIPE AND CONDUIT CLAMPS • Safety Factor of 5 • Add PA to suffix for pre-assembled pipe clamps • Other sizes available upon request • Includes Combination Recess Hex Head Machine Screw and Square Nut. • Material: 16 Ga. (1.5), 14 Ga. (1.9),12 Ga. (2.6)ASTM A1011 33,000 PSI min. yield and 11 Ga. (3.0)ASTM A1011HSLA Gr. 50 • Standard finishes: ZN, HDG, SS4 Design Load 1 Design Load 3 Design Load 2 O.D. O.D.Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps 131Strut Systems B1508 THRU B1564S CONDUIT/STRUT CLAMPS • Safety Factor of 3 • Clamps without saddles are not recommended for flexible conduit or cable • All Sizes Include: 1/4”-20 Slotted Hex Head Machine Screw • Standard finish: ZN B1508S THRU B1524S B1508 THRU B1520 B1532S THRU B1564S Use With Design Load Wt./C Part No. EMT Rigid Conduit Thickness Lbs. kN Lbs. kg B1508 1/2”(15)––16 Ga.(1.5)200 (.89)7.4 (3.4) B1512 3/4”(20)1/2”(15)16 Ga.(1.5)200 (.89)8.0 (3.6) B1516 1”(25)3/4”(20)14 Ga.(1.9)300 (1.33)11.0 (5.0) B1520 11/4”(32)1”(25)14 Ga.(1.9)300 (1.33)12.5 (5.7) B1508S 1/2”(15)––16 Ga.(1.5)200 (.89)8.6 (3.9) B1512S 3/4”(20)1/2”(15)16 Ga.(1.5)200 (.89)9.2 (4.2) B1516S 1”(25)3/4”(20)14 Ga.(1.9)300 (1.33)12.7 (5.8) B1520S 11/4”(32)1”(25)14 Ga.(1.9)300 (1.33)14.6 (6.6) B1524S 11/2”(40)11/4”(32)12 Ga.(2.6)400 (1.78)20.5 (9.3) B1532S 2”(50)11/2”(40)12 Ga.(2.6)400 (1.78)21.5 (9.8) B1534S ––2”(50)12 Ga.(2.6)400 (1.78)22.7 (10.3) B1540S 21/2”(65)21/2”(65)12 Ga.(2.6)400 (1.78)26.0 (11.9) B1548S 3”(80)3”(80)12 Ga.(2.6)400 (1.78)30.2 (13.7) B1556S 31/2”(90)31/2”(90)12 Ga.(2.6)400 (1.78)33.3 (15.1) B1564S 4”(100)4”(100)12 Ga.(2.6)400 (1.78)36.6 (16.6) Design Load Setscrew Thickness Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps Strut Systems132 B2400 SERIES STANDARD PIPE STRAP • Safety Factor of 5 • B2400-3/4 thru B2400-8 are UL listed • Order hardware separately • Other sizes available upon request • Material: Sizes - 1/2” - 11/2”, ASTM A1011 33,000 PSI min. yield; 2” - 12”, ASTM A1018 33,000 PSI min. yield; 14”-Larger, ASTM A36 • Standard finish: ZN • Ductile Iron Sizes Available • Meets requirements of MSS SP-58 & SP-69 Type 26 Part No. Pipe Size AB C TW B2400-1/2 1/2”(15)5/16”(7.9)7/16”(11.1)213/16”(71.4)10 Ga.(3.4)15/8”(41.3) B2400-3/4 3/4”(20)5/16”(7.9)7/16”(11.1)3”(76.2)10 Ga.(3.4)15/8”(41.3) B2400-1 1”(25)5/16”(7.9)7/16”(11.1)317/32”(89.7)10 Ga.(3.4)15/8”(41.3) B2400-11/4 11/4”(32)5/16”(7.9)7/16”(11.1)33/4”(95.2)10 Ga.(3.4)15/8”(41.3) B2400-11/2 11/2”(40)5/16”(7.9)7/16”(11.1)41/16”(103.2)10 Ga.(3.4)15/8”(41.3) B2400-2 2”(50)7/16”(11.1)11/16”(17.4)521/32”(143.6)1/4”(6.3)15/8”(41.3) B2400-21/2 21/2”(65)7/16”(11.1)11/16”(17.4)65/32”(156.3)1/4”(6.3)15/8”(41.3) B2400-3 3”(80)7/16”(11.1)11/16”(17.4)625/32”(172.2)1/4”(6.3)15/8”(41.3) B2400-31/2 31/2”(90)7/16”(11.1)11/16”(17.4)79/32”(184.9)1/4”(6.3)15/8”(41.3) B2400-4 4”(100)9/16”(14.3)11/16”(17.4)725/32”(197.6)1/4”(6.3)15/8”(41.3) B2400-5 5”(125)9/16”(14.3)11/16”(17.4)87/8”(225.4)1/4”(6.3)15/8”(41.3) B2400-6 6”(150)9/16”(14.3)11/16”(17.4)915/16”(252.4)1/4”(6.3)15/8”(41.3) B2400-8 8”(200)9/16”(14.3)11/16”(17.4)1131/32”(304.0)1/4”(6.3)15/8”(41.3) B2400-10 10”(250)9/16”(14.3)11/16”(17.4)14”(355.6)1/4”(6.3)15/8”(41.3) B2400-12 12”(300)9/16”(14.3)11/16”(17.4)16”(406.4)1/4”(6.3)15/8”(41.3) B2400-14 14”(350)15/16”(23.8)11/2”(38.1)203/4”(527.0)3/8”(9.5)13/4”(44.4) B2400-16 16”(400)15/16”(23.8)11/2”(38.1)223/4”(577.8)3/8”(9.5)13/4”(44.4) B2400-18 18”(460)15/16”(23.8)13/4”(44.4)27”(685.8)1/2”(12.7)13/4”(44.4) B2400-20 20”(510)15/16”(23.8)13/4”(44.4)29”(736.6)1/2”(12.7)13/4”(44.4) B2400-24 24”(610)15/16”(23.8)13/4”(44.4)33”(838.2)1/2”(12.7)13/4”(44.4) Design Load 1 Design Load 3 Design Load 2 Pipe Size Hole Size A TC B Part No. Design Load Design Load Design Load Wt./C 123 Lbs.kN Lbs. kN Lbs. kN Lbs. kg B2400-1/2 600 (2.67)150 (.67)105 (.47)23 (10.4) B2400-3/4 600 (2.67)150 (.67)105 (.47)26 (11.8) B2400-1 600 (2.67)150 (.67)120 (.53)31 (14.0) B2400-11/4 600 (2.67)150 (.67)120 (.53)36 (16.3) B2400-11/2 600 (2.67)150 (.67)120 (.53)39 (17.7) B2400-2 1200 (5.34)480 (2.14)180 (.80)93 (42.2) B2400-21/2 1200 (5.34)480 (2.14)180 (.80)106 (48.1) B2400-3 1200 (5.34)480 (2.14)300 (1.33)132 (59.9) B2400-31/2 1200 (5.34)480 (2.14)300 (1.33)151 (68.5) B2400-4 1500 (6.67)600 (2.67)450 (2.00)160 (72.6) B2400-5 1500 (6.67)600 (2.67)450 (2.00)192 (87.1) B2400-6 1500 (6.67)600 (2.67)450 (2.00)219 (99.3) B2400-8 2000 (8.90)800 (3.56)600 (2.67)297 (134.7) B2400-10 2000 (8.90)800 (3.56)600 (2.67)465 (210.9) B2400-12 2000 (8.90)800 (3.56)600 (2.67)560 (254.0) B2400-14 2000 (8.90)800 (3.56)600 (2.67)761 (345.2) B2400-16 2000 (8.90)800 (3.56)600 (2.67)861 (390.5) B2400-18 2000 (8.90)800 (3.56)600 (2.67)1297 (588.3) B2400-20 2000 (8.90)800 (3.56)600 (2.67)1426 (646.8) B2400-24 2000 (8.90)800 (3.56)600 (2.67)1682 (762.9) W Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps Strut Systems138 B437 SERIES TWO PIECE PIPE STRAP • Clamp halves can turn allowing pipe to be fastened to channel at any direction • Order hardware separately • Standard finish: ZN B2417 STRUT MOUNTED PIPE GUIDE • Copper tubing sizes available - B2417CT Series • Standard finish: ZN Hole Size A Wt./C Part No. Pipe Size ATLbs. kg B437-1/2 1/2”(15)5/16”(7.9)10 Ga.(3.4)22 (10.0) B437-3/4 3/4”(20)5/16”(7.9)10 Ga.(3.4)26 (11.8) B437-1 1”(25)5/16”(7.9)10 Ga.(3.4)30 (13.6) B437-11/4 11/4”(32)5/16”(7.9)10 Ga.(3.4)35 (15.9) B437-11/2 11/2”(40)5/16”(7.9)10 Ga.(3.4)38 (17.2) B437-2 2”(50)7/16”(11.1)1/4”(6.3)91 (41.3) B437-21/2 21/2”(65)7/16”(11.1)1/4”(6.3)104 (47.2) B437-3 3”(80)7/16”(11.1)1/4”(6.3)130 (58.9) B437-31/2 31/2”(90)7/16”(11.1)1/4”(6.3)149 (67.6) B437-4 4”(100)9/16”(11.1)1/4”(6.3)158 (71.6) B437-5 5”(125)9/16”(11.1)1/4”(6.3)190 (86.2) B437-6 6”(150)9/16”(11.1)1/4”(6.3)217 (98.4) B437-8 8”(200)9/16”(11.1)1/4”(6.3)295 (133.8) T Clearance Minimum Includes Wt./C Part No. Pipe Size Radial Clearance Clamp No.Lbs. kg B2417-1/2 1/2"(15)1/16"(1.6)B2009 22 (10.0) B2417-3/4 3/4"(20)1/16"(1.6)B2010 25 (11.3) B2417-1 1"(25)3/32"(2.3)B2034 30 (13.6) B2417-11/4 11/4"(32)3/32"(2.3)B2037 47 (21.8) B2417-11/2 11/2"(40)3/32"(2.3)B2039 51 (23.1) B2417-2 2"(50)1/8"(3.2)B2043 62 (28.1) B2417-21/2 21/2"(65)1/8"(3.2)B2047 69 (31.3) B2417-3 3"(80)5/32"(3.9)B2016 108 (49.0) B2417-31/2 31/2"(90)5/32"(3.9)B2017 118 (53.5) 14 Gauge (1.9) Material Design Load Wt./C Part No. Pipe Size A Thickness Lbs. kN Lbs. kg B2070 3/8”(10)111/16”(42.9)16 Ga.(1.5)300 (1.33)24 (10.9) B2071 1/2”(15)13/4”(44.4)16 Ga.(1.5)300 (1.33)26 (11.8) B2072 3/4”(20)17/8”(47.6)14 Ga.(1.9)300 (1.33)30 (13.6) B2073 1”(25)2”(50.8)14 Ga.(1.9)400 (1.78)33 (14.9) B2074 11/4”(32)23/16”(55.6)14 Ga.(1.9)400 (1.78)36 (16.3) B2075 11/2”(40)25/16”(58.7)12 Ga.(2.6)500 (2.22)50 (22.7) B2076 2”(50)29/16”(65.1)12 Ga.(2.6)500 (2.22)55 (24.9) B2077 21/2”(65)27/8”(73.0)12 Ga.(2.6)500 (2.22)60 (27.2) B2078 3”(80)33/16”(80.9)12 Ga.(2.6)500 (2.22)66 (29.9) B2079 31/2”(90)37/16”(87.3)11 Ga.(3.0)500 (2.22)85 (38.5) B2080 4”(100)35/8”(92.1)11 Ga.(3.0)500 (2.22)95 (43.1) B2070 THRU B2080 PARALLEL PIPE CLAMP • Safety Factor of 2 • Designed to support pipe or rigid conduit • Includes: 1 pr. Pipe Clamps 1 pc. Stand Off Plate 1 pc. Slotted Hex Head Machine Screws 1 pc. Square Nut • Standard finish: ZN A dimension, from bottom of channel to center of pipe. Design Load Pipe Size A Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps 139Strut Systems Part Pipe or Conduit Wt./CNumber Size Lbs. kg B670-3/8 3/8”(10)32 (14.5) B670-1/2 1/2”(15)58 (26.3) B670-3/4 3/4”(20)64 (29.0) B670-1 1”(25)70 (31.7) B670-11/4 11/4”(32)77 (34.9) B670-11/2 11/2”(40)93 (42.2) B670-2 2”(50)105 (47.6) B670-21/2 21/2”(65)143 (64.8) B670-3 3”(80)164 (74.4) B670-31/2 31/2”(90)190 (86.2) B670-4 4”(100)205 (93.0) Part Pipe or Conduit Wt./CNumber Size Lbs. kg B671-1/2 1/2”(15)67 (30.4) B671-3/4 3/4”(20)71 (32.2) B671-1 1”(25)85 (38.5) B671-11/4 11/4”(32)91 (41.3) B671-11/2 11/2”(40)115 (52.1) B671-2 2”(50)135 (61.2) B671-21/2 21/2”(65)183 (83.0) B671-3 3”(80)230 (104.3) B671 SERIES EDGE PIPE CLAMP • Designed to support pipe or rigid conduit perpendicular to the edge of a beam or angle iron • Hardware included • Material: Malleable Iron • Standard finish: HDG B670 SERIES PARALLEL PIPE CLAMP • Designed to support pipe or rigid conduit parallel to the edge of a beam or angle iron • Hardware included • Material: Malleable Iron • Standard finish: HDG B422 SERIES RIGHT ANGLE CLAMP • Safety Factor of 5 • Material: 7 Gauge (4.5) • Standard finishes: ZN, SS4 Design Load Conduit Vertical Pull Wt./C Part No. Size A Lbs. kg Lbs. kg B422-1/2 1/2”(15)23/8”(60.3)250 (1.11)38 (17.2) B422-3/4 3/4”(20)23/8”(60.3)300 (1.33)39 (17.7) B422-1 1”(25)27/8”(73.0)400 (1.78)48 (21.8) B422-11/4 11/4”(32)27/8”(73.0)400 (1.78)50 (22.7) B422-11/2 11/2”(40)31/4”(82.5)500 (2.22)59 (26.7) B422-2 2 (50)311/16”(93.7)600 (2.67)75 (34.0) B422-21/2 21/2”(65)41/4”(107.9)700 (3.11)98 (44.4) B422-3 3”(80)47/8”(123.8)800 (3.56)111 (50.3) B422-31/2 31/2”(90)57/16”(138.1)900 (4.00)123 (55.8) B422-4 4”(100)6”(152.4)1000 (4.45)135 (61.2) Design Load Vertical Pull U-Bolt and Hex Nuts A B3367S RETAINING STRAP • Available in ‘L’ lengths of 6” (152.4), 8” (203.2), 9” (228.6), 10” (254,0), 12” (304.8), 14” (355.6), 16” (406.4), 18” (457.2) • Material: Steel • Standard finishes: ZN, PLN Hole Dia. For Use Wt./C** Part No. D With Lbs. kg B3367S-1-L 7/16”(30.1)B422-1/2 & 3/4 33.4 (5.8) B3367S-2-L 9/16”(30.1)B422-1, 11/4 & 11/2 12.8 (15.1) ** Wt./C based on 6” (152.4)length. For each additional inch in strap length add the following to the Wt./C. For B3367S-1 add 5.7 Lbs (2.6 kg) For B3367S-2 add 2.2 Lbs (1.0 kg) Note: Use Fig. 69 (Old B3367-3/8 retaining strap, page 115) for B422-2 thru 4 L L B3367S-1 B3367S-2 21/4” (57.1) 12 Gauge (2.6) 13 Gauge (2.3) 3/4” (19.0) 3/8” Dia. (19.0) 3/8” x 1/2” (9.5) (12.7)SlotsPipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps Strut Systems140 B2084 THRU B2091 ONE HOLE O.D. TUBING CLAMP • Material: 14 Gauge (1.9)ASTM A1011 33,000 PSI min. yield • Standard finish: ZN B2301 SERIES ONE HOLE EMT STRAP • Standard finish: ZN B2302 SERIES ONE HOLE RIGID CONDUIT/PIPE STRAP • Standard finish: ZN Part Conduit Hole Wt./C No.Size TW Dia.Lbs. kg B2301-1/2 1/2”(15).050 (1.3)3/4”(19.0)9/32”(7.1)2.4 (1.1) B2301-3/4 3/4”(20).050 (1.3)7/8”(22.2)9/32”(7.1)4.2 (1.9) B2301-1 1”(25).050 (1.3)1”(25.4)9/32”(7.1)8.3 (3.7) B2301-11/4 11/4”(32).065 (1.6)11/4”(31.7)9/32”(7.1)11.0 (5.0) B2301-11/2 11/2”(40).090 (2.3)1”(25.4)11/32”(8.7)14.8 (6.7) B2301-2 2”(50).090 (2.3)11/4”(31.7)13/32”(10.3)21.6 (9.8) Part Conduit/Pipe Hole Wt./C No.Size TW Dia.Lbs. kg B2302-1/4 1/4”(6).045 (1.1)5/8”(15.9)13/64”(5.1)1.4 (.6) B2302-3/8 3/8”(10).050 (1.3)3/4”(19.0)9/32”(7.1)2.4 (1.1) B2302-1/2 1/2”(15).050 (1.3)7/8”(22.2)9/32”(7.1)3.3 (1.5) B2302-3/4 3/4”(20).050 (1.3)7/8”(22.2)9/32”(7.1)3.8 (1.7) B2302-1 1”(25).065 (1.6)1”(25.4)9/32”(7.1)7.2 (3.2) B2302-11/4 11/4”(32).065 (1.6)11/4”(31.7)21/64”(8.3)11.0 (5.0) B2302-11/2 11/2”(40)11 Ga.(3.0)1”(25.4).380 (9.6)19.2 (8.7) B2302-2 2”(50)11 Ga.(3.0)11/4”(31.7).389 (9.9)28.8 (13.0) B2302-21/2 21/2”(65)7 Ga.(4.5)11/4”(31.7).665 (16.9)55.2 (25.0) B2302-3 3”(80)7 Ga.(4.5)11/4”(31.7).650 (16.5)68.0 (30.8) B2302-31/2 31/2”(90)1/4”(6.3)11/4”(31.7).622 (15.8)96.0 (43.5) B2302-4 4”(100)1/4”(6.3)11/4”(31.7).630 (16.0)108.0 (49.0) Wt./C Part No. O.D. Size A Lbs. kg B2084 1/4”(6.3)7/8”(22.2)4.0 (1.8) B2085 5/16”(7.9)29/32”(23.0)4.2 (1.9) B2086 3/8”(9.5)31/32”(24.6)5.2 (2.3) B2087 1/2”(12.7)11/16”(25.9)5.8 (2.6) B2088 5/8”(15.9)13/32”(27.8)7.1 (3.2) B2089 3/4”(19.0)15/32”(29.1)7.7 (3.5) B2090 7/8”(22.2)17/32”(30.7)8.7 (3.9) B2091 1”(25.4)19/32”(32.2)10.0 (4.5) Hole Dia. T W Hole Dia. O.D. Size T A W 15/8” (41.3) 3/8” (9.5) 9/32” (7.1) Dia. Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps 141Strut Systems B3373 SERIES RISER CLAMP • Safety Factor of 3.5 • B3373-3/4 thru B3373-8 are UL listed • Includes Hex Head Cap Screws and Hex Nuts • Standard finishes: ZN, PLN BL1400 SERIES CONDUIT HANGER • Safety Factor of 3 • Unless noted all sizes fit both rigid (R) and thinwall (EMT) conduit • Hardware included • Standard finishes: ZN, SS4 Conduit Design Load Wt./C Part No Size ABTWLbs. kN Lbs. kg BL1400 1/2”(15)29/32”(23.0)9/32”(7.1)16 Ga.(1.5)3/4”(19.0)590 (2.62)6 (2.7) BL1410 3/4”(20)31/32”(24.6)9/32”(7.1)16 Ga.(1.5)3/4”(19.0)590 (2.62)7 (3.2) BL1420 1”(25)11/4”(31.7)9/32”(7.1)16 Ga.(1.5)3/4”(19.0)590 (2.62)8 (3.6) BL1425 11/4” EMT (32)11/4”(31.7)9/32”(7.1)18 Ga.(1.2)7/8”(22.2)590 (2.62)10 (4.5) BL1430 11/4” R,11/2” EMT (32)113/32”(35.7)9/32”(8.7)18 Ga.(1.2)7/8”(22.2)590 (2.62)10 (4.5) BL1440 11/2” R (40)15/8”(41.3)11/32”(8.7)16 Ga.(1.5)1”(25.4)755 (3.36)17 (7.7) BL1450 2”(50)21/16”(47.6)11/32”(8.7)16 Ga.(1.5)11/4”(31.7)755 (3.36)25 (11.3) BL1460 21/2”(65)21/16”(52.4)11/32”(8.7)16 Ga.(1.5)11/4”(31.7)755 (3.36)26 (11.8) BL1470 3”(80)21/2”(63.5)11/32”(8.7)16 Ga.(1.5)11/4”(31.7)820 (3.65)33 (14.9) BL1480 31/2”(90)23/4”(69.8)11/32”(8.7)16 Ga.(1.5)11/4”(31.7)850 (3.78)36 (16.3) BL1490 4”(100)31/2”(88.9)11/32”(8.7)16 Ga.(1.5)11/4”(31.7)1410 (6.27)40 (18.1) Pipe Design Load Wt./C Part No.Size A Lbs. kN Lbs. kg B3373-1/2 1/2”(15)9”(228.6)255 (1.13)101 (45.9) B3373-3/4 3/4”(20)91/4”(234.9)255 (1.13)105 (47.7) B3373-1 1”(25)99/16”(242.9)255 (1.13)109 (49.4) B3373-11/4 11/4”(32)10”(254.0)255 (1.13)112 (50.9) B3373-11/2 11/2”(32)101/4”(260.3)255 (1.13)113 (51.1) B3373-2 2”(40)103/4”(273.0)255 (1.13)165 (75.0) B3373-21/2 21/2”(50)111/4”(285.7)390 (1.73)180 (81.6) B3373-3 3”(65)1115/16”(303.2)530 (2.36)195 (88.4) B3373-31/2 31/2”(80)123/8”(314.3)670 (2.98)217 (98.5) B3373-4 4”(90)127/8”(327.0)810 (3.60)228 (103.5) B3373-5 5”(100)14”(355.6)1160 (5.16)480 (217.7) B3373-6 6”(100)153/16”(385.8)1570 (6.98)526 (238.6) B3373-8 8”(100)173/4”(450.8)2500 (11.12)957 (434.1) Conduit Size Design Load Hole Size B A W T Pipe Size A T WPipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps Strut Systems142 B3690 SERIES ADJUSTABLE J HANGER • Safety Factor of 5 • Material: 12 Ga. (2.6)ASTM A1011 33,000 PSI min. yield 11 Ga. (3.0)ASTM A1011 HSLA Gr. 50 Class 1 7 Ga. (4.5)ASTM A1011 33,000 PSI min. yield and 1/4” (6.3)ASTM A1018 33,000 PSI min. yield • Standard finish: ZN Pipe or Part No. Conduit Size AB CDEF B3690-1/2 1/2”(15)13/32”(10.3)23/32”(53.2)1”(25.4)111/16”(42.5)13/32”(10.3)1/4”-20 x 21/4” B3690-3/4 3/4”(20)13/32”(10.3)211/32”(59.5)1”(25.4)113/16”(46.2)13/32”(10.3)1/4”-20 x 21/2” B3690-1 1”(25)13/32”(10.3)219/32”(65.9)1”(25.4)115/16”(49.2)13/32”(10.3)1/4”-20 x 23/4” B3690-11/4 11/4”(32)13/32”(10.3)213/16”(71.4)1”(25.4)2”(50.4)13/32”(10.3)1/4”-20 x 3” B3690-11/2 11/2”(40)13/32”(10.3)31/16”(77.8)1”(25.4)21/8”(53.7)13/32”(10.3)1/4”-20 x 31/4” B3690-2 2”(50)13/32”(10.3)31/2”(88.9)1”(25.4)25/16”(58.7)13/32”(10.3)1/4”-20 x 31/2” B3690-21/2 21/2”(65)9/16”(14.3)47/16”(112.7)1”(25.4)3”(76.2)9/16”(14.3)3/8”-16 x 41/2” B3690-3 3”(80)9/16”(14.3)47/8”(123.8)1”(25.4)31/8”(79.4)9/16”(14.3)3/8”-16 x 5” B3690-31/2 31/2”(90)9/16”(14.3)53/16”(131.8)1”(25.4)33/16”(81.0)9/16”(14.3)3/8”-16 x 51/2” B3690-4 4”(100)11/16”(17.5)61/8”(155.6)11/4”(31.8)37/8”(98.4)9/16”(14.3)3/8”-16 x 61/2” B3690-5 5”(125)11/16”(17.5)63/4”(171.4)11/2”(38.1)4”(100.8)9/16”(14.3)3/8”-16 x 71/2” B3690-6 6”(150)13/16”(20.6)73/4”(196.8)13/16”(30.2)47/16”(112.7)9/16”(14.3)3/8”-16 x 81/2” B3690-8 8”(200)13/16”(20.6)91/4”(235.0)1”(25.4)415/16”(125.4)9/16”(14.3)3/8”-16 x 10 1/2” Design Load Wt./C Part No.TWLbs.kN Lbs. kg B3690-1/2 12 Ga.(2.6)3/4”(19.0)400 (1.78)20 (9.1) B3690-3/4 12 Ga.(2.6)3/4”(19.0)400 (1.78)23 (10.4) B3690-1 12 Ga.(2.6)3/4”(19.0)400 (1.78)24 (10.9) B3690-11/4 12 Ga.(2.6)3/4”(19.0)400 (1.78)27 (12.2) B3690-11/2 12 Ga.(2.6)3/4”(19.0)400 (1.78)29 (13.1) B3690-2 12 Ga.(2.6)3/4”(19.0)400 (1.78)32 (14.5) B3690-21/2 11 Ga.(3.0)11/4”(31.7)800 (3.56)71 (32.2) B3690-3 11 Ga.(3.0)11/4”(31.7)800 (3.56)77 (34.9) B3690-31/2 11 Ga.(3.0)11/4”(31.7)800 (3.56)84 (38.1) B3690-4 7 Ga.(4.5)11/4”(31.7)800 (3.56)139 (63.0) B3690-5 7 Ga.(4.5)11/4”(31.7)800 (3.56)166 (75.3) B3690-6 1/4”(6.3)11/4”(31.7)1000 (4.45)226 (102.5) B3690-8 1/4”(6.3)11/2”(38.1)1200 (5.34)332 (150.6) Felt Line B3690F-SIZE BC ‘D’Rod Take-Out Bolt Size ‘F’And Hex Nut Included T x W ‘E’Diameter. Is For Wall Mounting A DIA. Design Load Design Load Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Clamps 143Strut Systems B394 SERIES PIPE STRAP • Safety Factor of 3 • Includes: 1 Pair Pipe Clamps with Hex Head Cap Screws and Hex Nuts 1 Hanger Strap • Standard finishes: ZN Fig. 4B SERIES ( Formerly B386 Series) SUSPENSION ROD PIPE STRAP • Safety Factor of 3 • Includes Hex Head Cap Screws and Hex Nuts • Standard finishes: ZN, GRN Design Load Wt./C Part No. Pipe Size ABTWLbs. kN Lbs. kg B394-3/4 3/4”(20)35/16”(84.1)7/16”(11.1)1/8”(3.2)1”(25.4)500 (2.22)71 (32.2) B394-1 1”(25)33/4”(95.2)7/16”(11.1)1/8”(3.2)1”(25.4)500 (2.22)76 (34.5) B394-11/4 11/4”(32)4”(101.6)7/16”(11.1)1/8”(3.2)1”(25.4)500 (2.22)77 (34.9) B394-11/2 11/2”(40)45/16”(109.5)7/16”(11.1)1/8”(3.2)1”(25.4)800 (3.56)79 (35.8) B394-2 2”(50)51/2”(139.7)7/16”(11.1)1/4”(6.3)1”(25.4)1040 (4.62)166 (75.3) B394-21/2 21/2”(65)63/8”(161.9)9/16”(14.3)1/4”(6.3)1”(25.4)1040 (4.62)179 (81.2) B394-3 3”(80)7”(177.8)9/16”(14.3)1/4”(6.3)1”(25.4)1040 (4.62)190 (86.2) B394-31/2 31/2”(90)79/16”(192.1)9/16”(14.3)1/4”(6.3)1”(25.4)1040 (4.62)203 (92.1) B394-4 4”(100)85/8”(219.1)11/16”(17.4)1/4”(6.3)11/4”(31.7)1040 (4.62)320 (145.1) B394-5 5”(125)93/4”(247.6)11/16”(17.4)1/4”(6.3)11/4”(31.7)1040 (4.62)353 (160.1) B394-6 6”(150)115/8”(295.3)13/16”(20.6)3/8”(9.5)11/2”(38.1)1615 (7.18)637 (288.9) B394-8 8”(200)137/8”(352.4)13/16”(20.6)3/8”(9.5)11/2”(38.1)1615 (7.18)837 (379.6) A ‘W’ Clamp Only ‘T’ Clamp Only ‘B’Dia. Pipe Size Design LoadPipe/Conduit Clamps &HangersB D C A Pipe Size Rod Size BCDBolt Design Load Wt./C Part No.in. (mm)A in. (mm) in. (mm) in. (mm)Size Lbs. (kN) Lbs. (kg) 4B-3/4 3/4"(20)3/8"-16 1"(25.4)27/8"(73.0)25/8"(66.7)5/16"-18 330 (1.47)56 (3.6) 4B-1 1"(25)3/8"-16 1"(25.4)31/4"(82.5)215/16"(74.6)5/16"-18 330 (1.47)60 (3.6) 4B-11/4 11/4"(32)3/8"-16 1"(25.4)39/16"(90.6)31/4"(82.5)5/16"-18 330 (1.47)74 (4.5) 4B-11/2 11/2"(40)3/8"-16 1"(25.4)313/16"(96.8)37/16"(87.3)5/16"-18 330 (1.47)79 (5.0) 4B-2 2"(50)3/8"-16 11/2"(38.1)51/8"(130.2)45/8"(117.5)5/16"-18 440 (1.78)156 (5.0) 4B-21/2 21/2"(65)1/2"-13 13/4"(44.4)55/8"(142.9)53/8"(136.5)3/8"-16 440 (1.78)176 (5.4) 4B-3 3"(80)1/2"-13 17/8"(47.6)63/4"(171.4)61/8"(155.5)3/8"-16 660 (2.93) 198 (6.3) 4B-31/2 31/2"(90)1/2"-13 2"(50.8)71/4"(184.1)63/4"(171.4)3/8"-16 660 (2.93)219 (7.2) 4B-4 4"(100)5/8"-11 2"(50.8)85/8"(219.1)71/4"(184.1)2/2"-13 800 (3.56)288 (8.1) 4B-5 5"(125)5/8"-11 2"(50.8)97/8"(250.8)85/16"(211.1)5/8"-11 980 (4.36)390 (8.1) 4B-6 6"(150)3/4"-10 21/8"(54.0)1015/16"(277.8)91/2"(241.3)5/8"-11 980 (4.36)448 (8.1) 4B-8 8"(200)7/8"-9 21/8"(54.0) 137/16"(341.2)111/2"(292.1)3/4"-10 1200 (5.34)691 (8.1) Design Load Reference page 126 for general fitting and standard finish specifications. Pipe Hangers Strut Systems144 Design Load Wt./C Part No. Pipe Size ABC DWLbs. kN Lbs. kg B591-2 2”(50)41/2”(114.3)41/2”(114.3)73/16”(182.6)31/16”(77.8)15/8”(41.3)1235 (5.53)290 (131.5) B591-21/2 21/2”(65)5”(127.0)5”(127.0)715/16”(201.6)39/16”(90.5)15/8”(41.3)1180 (5.29)330 (149.7) B591-3 3”(80)51/2”(139.7)53/4”(146.0)83/4”(222.2)313/16”(96.8)15/8”(41.3)1125 (5.04)439 (199.1) B591-31/2 31/2”(90)6”(152.4)63/4”(171.4)91/2”(241.3)49/16”(115.9)15/8”(41.3)1070 (4.79)490 (222.2) B591-4 4”(100)61/2”(165.1)63/4”(171.4)101/4”(260.3)61/16”(128.6)15/8”(41.3)1015 (4.55)545 (247.2) B591-5 5”(125)71/2”(190.5)8”(203.2)121/8”(308.0)61/16”(154.0)15/8”(41.3)960 (4.30)666 (302.1) B591-6 6”(150)8”(203.2)83/4”(222.2)133/16”(335.0)613/16”(173.0)15/8”(41.3)905 (4.05)724 (328.4) B591-8 8”(200)9”(228.6)101/2”(266.7)159/16”(395.3)89/16”(217.5)2”(50.8)850 (3.81)1087 (493.0) B591 SERIES PIPE BRACKET SADDLE AND CLAMP • Safety Factor of 3 • Inside brace not required on B591-2 and B591-21/2 • Includes: 1 pc. Saddle bottom 1 pc. Saddle top (clamp) 2 pcs. Hex Head Cap Screws 2 pcs. Hex Nuts • Standard finish: ZN A C B D W 113/16” (30.1) 1/4” (6.3) Pipe Size Design Load Pipe/Conduit Clamps &HangersReference page 126 for general fitting and standard finish specifications. Pipe Brackets 145Strut Systems Aluminum Aluminum channels, fittings and accessories offer excellent corrosion resistance and are suitable for many indoor and outdoor applications. Aluminum’s high strength to weight ratio greatly reduces overall cost of installation through ease of handling and cutting. Channels are extruded from aluminum alloy 6063-T6. Closure strips are extruded from aluminum alloy 6063-T5. Fittings and accessories are made from aluminum alloy 5052-H32. Stainless Steel Where corrosion problems persist and other material and fittings are ineffective, we recommend use of corrosion resistant stainless steel channels and accessories. Channels and fittings are available in two types of stainless steel: SS4-AISI Type 304 SS6-AISI Type 316 Fittings Most fittings, as shown in this catalog, can be supplied in aluminum or stainless steel. Consult factory for possible minimum production quantities and set-up charges. Load Data Aluminum Channel’s approximate load data can be determined by multiplying load data in the steel channel section of this catalog by a factor of 0.38. Stainless Steel Channel load data is the same as the data in the steel channel section of this catalog. Metric Metric dimensions are shown in parentheses. Unless noted, all metric dimensions are in millimeters.Alum. & Stainless Steel MaterialsAluminum & Stainless Steel Strut Systems176 B11AL • Thickness: .105 (2.6 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: Aluminum • Weight: 1.06 Lbs./Ft. (1.58 kg/m) B12AL • Thickness: .105 (2.6 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: Aluminum • Weight: .86 Lbs./Ft. (1.28 kg/m) 27/16” (61.9) 15/8” (41.3) 31/4” (82.5) 15/8” (41.3) B22AAL • Thickness: .105 (2.6 mm) • Standard Length: 10’ (3.05 m)and 20’ (6.09 m) • Material: Aluminum • Weight: 1.18 Lbs./Ft. (1.75 kg/m) 15/8” (41.3) 31/4” (82.5) B54AL • Thickness: .080 (2.0 mm) • Standard Length: 10’ (3.05 m)and 20’ (6.09 m) • Material: Aluminum • Weight: .37 Lbs./Ft. (0.55 kg/m) 15/8” (41.3) 13/16” (20.6) B22AL • Thickness: .105 (2.6 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: Aluminum • Weight: .66 Lbs./Ft. (0.98 kg/m) 15/8” (41.3) 15/8” (41.3) B24AL • Thickness: .080 (2.0 mm) • Standard Length: 10’ (3.05 m)and 20’ (6.09 m) • Material: Aluminum • Weight: .52 Lbs./Ft. (0.77 kg/m) 15/8” (41.3) 15/8” (41.3) B54AAL • Thickness: .080 (2.0 mm) • Standard Length: 10’ (3.05 m)and 20’ (6.09 m) • Material: Aluminum • Weight: .57 Lbs./Ft. (0.84 kg/m) 15/8” (41.3) 15/8” (41.3) B217AL CLOSURE STRIP • Standard Length: 10’ (304.8 cm) • Material: Aluminum • Weight: .15 Lbs./Ft. (0.23 kg/m) B217P PLASTIC CLOSURE STRIP • Standard Length: 10’ (304.8 cm) • Material: PVC • Weight: .09 Lbs./Ft. (0.14 kg/m) B217FFAL CLOSURE STRIP • Standard Length: 10’ (304.8 cm) • Material: Aluminum • Weight: .16 Lbs./Ft. (0.24 kg/m) 17/16” (36.5) 21/2” (63.5) 17/16” (36.5) 5/8” (15.9)Alum. & Stainless Steel MaterialsReference page 176 for general fitting specifications. Other channel combinations available-see steel section for styles. Aluminum Channel & Closure Strips 177Strut Systems SH TYPE CHANNEL • Material: Aluminum H-17/8 TYPE CHANNEL • Material: Aluminum B2000 SERIES RIGID CONDUIT CLAMPS • Safety Factor of 5 • Machine Screw and Square Nut included • Pipe clamp material 5052-H32 KO6 TYPE KNOCKOUT CHANNEL • Material: Aluminum Wt./C Part No. Thickness H Lbs./Ft. kg/m B12SH AL .105 (2.6)27/16”(61.9).83 (1.23) B22SH AL .105 (2.6)15/8”(41.3).63 (.93) B24SH AL .080 (2.0)15/8”(41.3).49 (.73) B54SH AL .080 (2.0)13/16”(20.6).34 (.50) Wt./C Part No. Thickness H Lbs./Ft. kg/m B12KO6 AL .105 (2.6)27/16”(61.9).86 (1.28) B22KO6 AL .105 (2.6)15/8”(41.3).66 (.98) B24KO6 AL .080 (2.0)15/8”(41.3).52 (.77) B54KO6 AL .080 (2.0)13/16”(20.6).37 (.55) Wt./C Part No. Thickness H Lbs./Ft. kg/m B12H17/8 AL .105 (2.6)27/16”(61.9).86 (1.28) B22H17/8 AL .105 (2.6)15/8”(41.3).66 (.98) B24H17/8 AL .080 (2.0)15/8”(41.3).52 (.77) B54H17/8 AL .080 (2.0)13/16”(20.6).37 (.55) Conduit or Material Design Load Wt./C Part No. Pipe Size Thickness Lbs. kN Lbs. kg B2001 AL 3/8”(10).063 (1.6)180 (.80)4 (1.8) B2008 AL 1/2”(15).063 (1.6)180 (.80)4 (1.8) B2009 AL 3/4”(20).080 (2.0)270 (1.20)6 (2.7) B2010 AL 1”(25).080 (2.0)270 (1.20)7 (3.2) B2011 AL 11/4”(32).080 (2.0)270 (1.20)8 (3.6) B2012 AL 11/2”(40).100 (2.5)360 (1.60)11 (5.0) B2013 AL 2”(50).100 (2.5)360 (1.60)12 (5.4) B2014 AL 21/2”(65).100 (2.5)360 (1.60)13 (5.9) B2015 AL 3”(80).100 (2.5)360 (1.60)16 (7.2) B2016 AL 31/2”(90).125 (3.2)450 (2.00)22 (10.0) B2017 AL 4”(100).125 (3.2)450 (2.00)24 (10.9) B2018 AL 41/2”(115).125 (3.2)450 (2.00)26 (11.8) B2019 AL 5”(125).125 (3.2)450 (2.00)27 (12.2) B2020 AL 6”(150).125 (3.2)450 (2.00)33 (14.9) 2” TYP. (50.8) H 9/16” x 11/8” Slots (14.2) (28.6) H 9/16” (14.2) Dia. Holes 6” (152.4) 3” (76.2) H 7/8” (22.2) Dia. KO 17/8” Typ. (47.6) Design LoadAlum. & Stainless Steel MaterialsReference page 176 for general fitting specifications. Other channel combinations available-see steel section for styles. Aluminum Strut Systems178 Part Number With Without Thread Wt./C Spring Spring Size Thickness Lbs. kg N724SS6 N224WOSS6 1/4”-20 1/4”(6.3)6.6 (3.0) N728SS6 N228WOSS6 3/8”-16 3/8”(9.5)10.6 (4.8) N725SS6 N225WOSS6 1/2”-13 3/8”(9.5)9.7 (4.4) Part Number With Without Thread Wt./C Spring Spring Size Thickness Lbs. kg N224SS6 N224WOSS6 1/4”-20 1/4”(6.3)6.6 (3.0) N228SS6 N228WOSS6 3/8”-16 3/8”(9.5)10.6 (4.8) N225SS6 N225WOSS6 1/2”-13 3/8”(9.5)9.7 (4.4) Part Number With Without Thread Wt./C Spring Spring Size Thickness Lbs. kg N524SS6 N224WOSS6 1/4”-20 1/4”(6.3)6.6 (3.0) N528SS6 N228WOSS6 3/8”-16 3/8”(9.5)10.6 (4.8) N525SS6 N525WOSS6 1/2”-13 3/8”(9.5)9.7 (4.4) NUTS FOR B12 CHANNEL NUTS FOR B22, B24 CHANNELS NUTS FOR B54 CHANNEL ALUMINUM FITTINGS Most fittings, as shown in this catalog, can be supplied in aluminum. See “Fittings” section (page 72) of this catalog. Consult factory for possible minimum production quantities and set-up charges. CHANNEL NUTS We recommend the use of Stainless Steel channel nuts with Aluminum channel. For channel nut pull-out strength and slip resistance, use the channel nut information provided on pg. 50 & 51. A (.70) multiplier is to be applied to obtain the appropriate derated values for aluminum channel. SPRING NUT NUT WITHOUT SPRING Alum. & Stainless Steel MaterialsReference page 176 for general fitting specifications. Other channel combinations available-see steel section for styles. Aluminum 179Strut Systems SH TYPE CHANNEL H-17/8 TYPE CHANNEL B22SS* • *Substitute 4 for Stainless Steel Type 304 or 6 for Stainless Steel Type 316 • Thickness: 12 Ga. (2.6 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: SS4, SS6 • Weight: 1.90 Lbs./Ft. (2.83 kg/m) B32SS4 • Thickness: 12 Ga. (2.6 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: SS4 • Weight: 1.70 Lbs./Ft. (2.53 kg/m) B42SS4 • Thickness: 12 Ga. (2.6 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: SS4 • Weight: 1.44 Lbs./Ft. (2.14 kg/m) B24SS* • *Substitute 4 for Stainless Steel Type 304 or 6 for Stainless Steel Type 316 • Thickness: 14 Ga. (1.9 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: SS4, SS6 • Weight: 1.40 Lbs./Ft. (2.08 kg/m) B52SS* • *Substitute 4 for Stainless Steel Type 304 or 6 for Stainless Steel Type 316 • Thickness: 12 Ga. (2.6 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: SS4, SS6 • Weight: 1.27 Lbs./Ft. (1.89 kg/m) Wt./C Part No. Thickness H Lbs./Ft. kg/m B22SH SS4 12 Ga.(2.6)15/8”(41.3)1.82 (2.70) B22SH SS6 12 Ga.(2.6)15/8” (41.3) 1.82 (2.70) B24SH SS4 14 Ga.(1.9)15/8”(41.3)1.34 (1.99) B24SH SS6 14 Ga.(1.9)15/8”(41.3)1.34 (1.99) B32SH SS4 12 Ga.(2.6)13/8”(34.9)1.62 (2.41) B42SH SS4 12 Ga.(2.6)1”(25.4)1.36 (2.02) B52SH SS4 12 Ga.(2.6)13/16”(20.6)1.23 (1.83) B52SH SS6 12 Ga.(2.6)13/16”(20.6)1.23 (1.83) B54SH SS4 14 Ga.(1.9)13/16”(20.6).91 (1.35) B54SH SS6 14 Ga.(1.9)13/16”(20.6).91 (1.35) Wt./C Part No. Thickness H Lbs./Ft. kg/m B22H17/8 SS4 12 Ga.(2.6)15/8”(41.3)1.85 (2.75) B24H17/8 SS4 14 Ga.(1.9)15/8”(41.3)1.36 (2.02) B24H17/8 SS6 14 Ga.(1.9)15/8”(41.3)1.36 (2.02) B32H17/8 SS4 12 Ga.(2.6)13/8”(34.9)1.65 (2.45) B42H17/8 SS4 12 Ga.(2.6)1”(25.4)1.39 (2.07) B54H17/8 SS4 14 Ga.(1.9)13/16”(20.6).93 (1.38) B54H17/8 SS6 14 Ga.(1.9)13/16”(20.6).93 (1.38) 9/16” x 7/8” Slots (14.2) (22.2) 2” TYP. (50.8) H H 9/16” (14.2) Dia. Holes 17/8” TYP. (47.6) 15/8” (41.3) 15/8” (41.3) 15/8” (41.3) 13/8” (34.9)1” (25.4) 13/16” (20.6) 15/8” (41.3) B54SS* • *Substitute 4 for Stainless Steel Type 304 or 6 for Stainless Steel Type 316 • Thickness: 14 Ga. (1.9 mm) • Standard Length: 10’ (3.05 m) and 20’ (6.09 m) • Material: SS4, SS6 • Weight: .97 Lbs./Ft. (1.44 kg/m) 13/16” (20.6) 15/8” (41.3) 15/8” (41.3) 15/8” (41.3) 15/8” (41.3)Alum. & Stainless Steel MaterialsReference page 176 for general fitting specifications. Other channel combinations available-see steel section for styles. Stainless Steel Strut Systems180 Part Number With Without Thread Wt./C Spring Spring Size Thickness Lbs. kg N224SS6 N224WOSS6 1/4”-20 1/4”(6.3)6.6 (3.0) N228SS6 N228WOSS6 3/8”-16 3/8”(9.5)10.6 (4.8) N225SS6 N225WOSS6 1/2”-13 3/8”(9.5)9.7 (4.4) Part Number With Without Thread Wt./C Spring Spring Size Thickness Lbs. kg N524SS6 N224WOSS6 1/4”-20 1/4”(6.3)6.6 (3.0) N528SS6 N228WOSS6 3/8”-16 3/8”(9.5)10.6 (4.8) N525SS6 N225WOSS6 1/2”-13 3/8”(9.5)9.7 (4.4) NUTS FOR B22, B24, B32 CHANNELS CHANNEL NUTS • For Channel Nuts pull-out strength and slip resistance, use the data shown in “Channel Nuts & Hardware” section of this catalog. Note: Reduce slip load by 50% due to hardness of material. NUTS FOR B42, B52, B54 CHANNELS Conduit Material Design Load Wt./C Part No. Pipe Size Thickness Lbs. kN Lbs. kg B2001 SS4 3/8”(10)16 Ga.(1.5)400 (1.78)10 (4.5) B2008 SS4 1/2”(15)16 Ga.(1.5)400 (1.78)11 (5.0) B2009 SS4 3/4”(20)14 Ga.(1.9)600 (2.67)15 (6.8) B2010 SS4 1”(25)14 Ga.(1.9)600 (2.67)16 (7.2) B2011 SS4 11/4”(32)14 Ga.(1.9)600 (2.67)20 (9.1) B2012 SS4 11/2”(40)12 Ga.(2.6)800 (3.56)30 (13.6) B2013 SS4 2”(50)12 Ga.(2.6)800 (3.56)34 (15.4) B2014 SS4 21/2”(65)12 Ga.(2.6)800 (3.56)38 (17.2) B2015 SS4 3”(80)12 Ga.(2.6)800 (3.56)44 (19.9) B2016 SS4 31/2”(90)12 Ga.(2.6)1000 (4.45)51 (23.1) B2017 SS4 4”(100)12 Ga.(2.6)1000 (4.45)55 (24.9) B2018 SS4 41/2”(115)12 Ga.(2.6)1000 (4.45)59 (26.7) B2019 SS4 5”(125)12 Ga.(2.6)1000 (4.45)64 (29.0) B2020 SS4 6”(150)12 Ga.(2.6)1000 (4.45)80 (36.3) STAINLESS STEEL FITTINGS Most fittings, as shown in this catalog, can be supplied in Type 304 or Type 316 stainless steel. See “Fittings” section (page 72) of this catalog. Consult factory for possible minimum production quantities and set-up charges. B2000 SERIES PIPE AND TUBING CLAMPS • Safety Factor of 5 • Combination Recess Hex Head Machine Screw and Square Nut included • Material: Stainless Steel Type 304 & 316 SPRING NUT NUT WITHOUT SPRING Design Load Alum. & Stainless Steel MaterialsReference page 176 for general fitting specifications. Other channel combinations available-see steel section for styles. Stainless Steel 181Strut Systems Our DURA-BLOK products gives you a versatile and long-term solution for all your roof top support needs. Designed with flexibility in mind, DURA-BLOK is ideal for roof top support applications such as pipe, HVAC, duct, conduit, cable tray, and roof walkways. Manufactured to provide years of service in harsh, roof top environments, DURA-BLOK is made from 100% recycled rubber, require no supplemental rubber pads, and will not float or blow away. 1” gaps between blocks allow water to flow freely around longer assemblies. For added strength, the DURA-BLOK support channel is through bolted on all sizes. For added visibility, a reflective strip is incorporated on both sides of each DURA-BLOK. Beyond product durability, DURA-BLOK helps to dampen vibration, are not sharp or abrasive and require no roof penetration to maximize existing roof life - and roof structural and environmental integrity. Recommended Torque (In channels) See page 44 Channel Nuts & Hardware section Materials & Finishes See appropriate fitting’s pages. Alternative finishes available upon request. Metric Metric dimensions are shown in parentheses. Unless noted, all metric dimensions are in millimeters.DURA-BLOK SupportsDURA-BLOK™Rooftop Supports Strut Systems152 DURA-BLOK SupportsSUPPORT BASES ONLY • Base only - see chart for height, width and length. • 100% recycled rubber, UV resistant. • Load Rating - Ultimate Uniform Load (See Chart Below)* • DURA-BLOK channel support is designed as an economical support for piping systems, cable tray, HVAC equipment and many other applications. The DURA-BLOK is UV resistant and suitable for any type of roofing material or other flat surfaces. Material effectively accepts screw fasteners for securing accessories. * General Note:Consult roofing manufacturer or engineer for roof load capacity. The weakest point may be the insulation board beneath the rubber membrane. DB SERIES SUPPORT BASE WITH B44 CHANNEL • Base with 14 ga. (1.9mm)galvanized channel 1” high (25.4mm)- see chart for height, width and length. • 100% recycled rubber, UV resistant. • Load Rating - Ultimate Uniform Load (See Chart Below)* • DURA-BLOK DB-Series channel support is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 158) • For sloped roofs use B634 adjustable hinge fittings (see page 84). Height x Width x Length Wt./Each Load Rating Part No.In.(mm)Lbs. (kg) Lbs. (kN) DB5 5” x 6” x 4.8”(127.0 x 152.4 x 121.9)2.75 (125)200 (0.89) DB10 5” x 6” x 9.6”(127.0 x 152.4 x 243.8)5.28 (2.39)500 (2.22) DB20 5” x 6” x 20.2”(127.0 x 152.4 x 513.1)10.63 (4.82)1000 (4.45) DB30 5” x 6” x 30.8”(127.0 x 152.4 x 782.3)15.99 (7.25)1500 (6.67) DB40 5” x 6” x 41.4”(127.0 x 152.4 x 1051.5)21.34 (9.68)2000 (8.89) DB48 5” x 6” x 52.0”(127.0 x 152.4 x 1320.8)26.70 (12.40)2500 (11.12) Height x Width x Length Wt./Each Load Rating Part No.In.(mm)Lbs. (kg) Lbs. (kN) DBM 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)2.35 (1.07)200 (0.89) DBP 4” x 6” x 9.6”(101.6 x 152.4 x 243.8)4.48 (2.03)500 (2.22) Height x Width x Length Wt./Each Load Rating Part No.In.(mm)Lbs. (kg) Lbs. (kN) DB610 67/16” x 6” x 9.6”(163.5 x 152.4 x 243.8)6.36 (2.88)500 (2.22) DB620 67/16” x 6” x 20.2”(163.5 x 152.4 x 513.1)12.90 (5.85)1000 (4.45) DB630 67/16” x 6” x 30.8”(163.5 x 152.4 x 782.3)19.45 (8.82)1500 (6.67) DB640 67/16” x 6” x 41.4”(163.5 x 152.4 x 1051.5)26.00 (11.79)2000 (8.89) DB648 67/16” x 6” x 52.0”(163.5 x 152.4 x 1320.8)32.55 (14.76)2500 (11.12) DB6 SERIES SUPPORT BASE WITH B12 CHANNEL • Base with 12 ga. (2.6mm) galvanized channel 27/16” high (61.9mm)- see chart for height, width and length. • 100% recycled rubber, UV resistant. • Load Rating - Ultimate Uniform Load (See Chart Below)* • DURA-BLOK DB-Series channel support is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 158) • For sloped roofs use B634 adjustable hinge fittings (see page 84). DB20 DB10 DBP DBM DB30 DB610 DB620 DB630 Reference page 152 for general fitting and standard finish specifications. DURA-BLOK™Rooftop Supports 153Strut Systems DURA-BLOK SupportsDB10 SERIES SUPPORT BASES WITH B22 CHANNEL • Two (2) bases bridged with 12 ga. (2.6mm)galvanized channel 15/8” high (41.3mm)- see chart for height, width and length. • 100% recycled rubber, UV resistant. • Load Rating: 1000 lbs. (4.45kN)(Uniform Load)* • DURA-BLOK DB10-Series channel support is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 158) Height x Width x Length Wt./Each Part No.In.(mm)Lbs. (kg) DB10-28 55/8” x 6” x 28”(142.9 x 152.4 x 711.2)13.16 (5.97) DB10-36 55/8” x 6” x 36”(142.9 x 152.4 x 914.4)14.36 (6.51) DB10-42 55/8” x 6” x 42”(142.9 x 152.4 x 1066.8)15.52 (7.04) DB10-50 55/8” x 6” x 50”(142.9 x 152.4 x 1270.0)16.45 (7.46) DB10-60 55/8” x 6” x 60”(142.9 x 152.4 x 1524.0)17.94 (8.14) DBM SERIES SUPPORT BASE WITH RISER ROD & CLAMP • Base with 3/8”-16 threaded rod and B3198H clamp - see chart for height, width and length • 100% recycled rubber, UV resistant. • Load Rating” 50 lbs. (0.22kN)(Ultimate Load)* • DURA-BLOK DBM-Series pipe/tubing support is designed for support of single piping systems where elevation adjustment is needed. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. Clamp Block -Height x Width x Length Height** Min.-Max. Wt./Each Part No. Part No.†In.(mm)In.(mm) Lbs. (kg) DBM-1/2CT B3198HCT-1/2 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)9.69”-11.19”(246.1-284.2)2.75 (1.25) DBM-3/4CT B3198HCT-3/4 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)9.84”-11.34”(249.9-2288.0)2.76 (1.25) DBM-1CT B3198HCT-1 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)9.95”-11.45”(252.7-290.8)2.84 (1.29) DBM-11/4CT B3198HCT-11/4 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.13”-11.63”(257.3-295.4)2.95 (1.34) DBM-11/2CT B3198HCT-11/2 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.28”-11.78”(261.1-299.2)2.96 (1.34) DBM-2CT B3198HCT-2 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.53”-12.03”(267.4-305.5)3.03 (1.37) DBM-1/2 B3198H-1/2 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)9.86”-11.36”(250.4-288.5)2.78 (1.26) DBM-3/4 B3198H-3/4 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.06”-11.56”(255.5-293.6)2.84 (1.29) DBM-1 B3198H-1 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.14”-11.64”(257.5-295.6)2.86 (1.30) DBM-11/4 B3198H-11/4 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.25”-11.75”(260.3-298.4)2.93 (1.33) DBM-11/2 B3198H-11/2 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.42”-11.92”(264.6-302.7)2.99 (1.36) DBM-2 B3198H-2 4” x 6” x 4.8”(101.6 x 152.4 x 121.9)10.66”-12.16”(270.7-308.8)3.10 (1.41) * General Note:Consult roofing manufacturer or engineer for roof load capacity. The weakest point may be the insulation board beneath the rubber membrane. † See Pipe Hanger Catalog for dimensions and specifications. ** From bottom of rubber block to center of pipe/tubing. DB10-36 DB10-50 DBM-2CT DBM-1 Reference page 152 for general fitting and standard finish specifications. DURA-BLOK™Rooftop Supports Strut Systems154 DURA-BLOK SupportsDBE SERIES SUPPORT BASE WITH ROD RISERS & CHANNEL • Base with (2) 1/2” electro zinc all threaded rod risers - Top channel is 1” (25.4mm)tall. See chart for adjustable height x wide x length. • 100% recycled rubber, UV resistant. • Load Rating” 200 lbs. (0.89kN)(To increase load capacity use load distribution plate CLDP10) • DURA-BLOK DBE-Series channel support is designed as a superior support of piping systems, cable tray, HVAC equipment and many other applications where elevation adjustment is critical. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 158) * General Note:Consult roofing manufacturer or engineer for roof load capacity. The weakest point may be the insulation board beneath the rubber membrane. DBR SERIES SUPPORT BASE WITH ROD RISERS & PIPE ROLL • Base with (2) 1/2” electro zinc all threaded rod risers and a B3114-31/2 pipe roll with sockets - base is 4” (101.6mm)high x 6” (152.4mm) wide x 9.6” (243.8mm)long. Overall height is 12” (304.8mm)from bottom of base to contact point on roller. • Pipe roll & sockets for up to 31/2” (90)pipe sizes. • 100% recycled rubber, UV resistant. • Load Rating” 200 lbs. (0.89kN)(To increase load capacity use load distribution plate CLDP10) • DURA-BLOK DBR-Series support is designed to support pipe up to 31/2” (90)nominal size where difference in elevation is required and longitudinal movement is expected. The DURA-BLOK is UV resistant and approved for installation on any type of roofing material or other flat surfaces. Thickness x Width x Length Wt./Each Part No.In.(mm)Lbs. (kg) CLDP10 11 Ga. x 15/8” x 91/2”(3.0 x 41.3 x 241.3)0.53 (0.24) Adjustable Height x Width x Length Wt./Each Part No.In.(mm)Lbs. (kg) DBE10-8 51/2-8” x 6” x 9.6”(139.7-152.4 x 152.4 x 243.8)5.68 (2.58) DBE10-12 51/2-12” x 6” x 9.6”(139.7-304.8 x 152.4 x 243.8)5.72 (2.59) DBE10-16 51/2-16” x 6” x 9.6”(139.7-406.4 x 152.4 x 243.8)5.76 (2.61) CLDP10 LOAD DISTRIBUTION PLATE • 11 ga. (3.0mm)steel plate with slots. • Dimensions: 15/8” (41.3mm)wide x 91/2” (241.3mm)long. • DURA-BLOK CLDP10 load bearing stabilizer plate increases load ratings for DBE Series and DBR Series by allowing the load from the threaded rods to be distributed over the length of the base instead of the point load where the rods attach to the base. Adjustable Height x Width x Length Wt./Each Part No.In.(mm)Lbs. (kg) DBR10-12 up to 12” x 6” x 9.6”(up to 304.8 x 152.4 x 243.8)8.20 (3.72) Loosen hex nuts and slide plate under the flat washers Retighten the hex nuts with plate in place Reference page 152 for general fitting and standard finish specifications. DURA-BLOK™Rooftop Supports 155Strut Systems DURA-BLOK SupportsDB__DS SERIES SUPPORT BASES WITH B22SH VERTICAL & HORIZONTAL CHANNEL MEMBERS • Product is shipped unassembled. • Two (2) DB20 bases with 14 ga. (1.9mm)galvanized channel 1” high (25.4mm)- Bases are 5” (127.0mm)high x 6” (152.4mm)wide x 20.2” (513.1mm)long. Vertical & Horizontal Riser Channels (SH Style) - 15/8” (41.3mm)x 15/8” (41.3mm)x 12 ga. (2.6mm) Fittings & Hardware - Electro-Plated Steel • 100% recycled rubber, UV resistant. • Ultimate Load Rating: 1000 lbs. (4.45kN)(Uniform Load)* • DURA-BLOK DB__DS-Series channel support with risers is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. (For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 158) * General Note:Consult roofing manufacturer or engineer for roof load capacity. The weakest point may be the insulation board beneath the rubber membrane. DB2318DS DB2924DS DB5336DS Length (overall)Width (overall) Height (overall) B B + 4.5”(114mm) A Reference page 152 for general fitting and standard finish specifications. DURA-BLOK™Rooftop Supports Strut Systems156 DURA-BLOK SupportsA = Adjustable height from bottom of DURA-BLOK to top of horizontal channel. B = Space between fittings that support horizontal channel. Height (overall) = Distance from bottom of DURA-BLOK to top of upright channel. Width (overall) = Distance from outside-to-outside of DURA-BLOK supports. Length (overall) = Distance from end-to-end of DURA-BLOK supports. A Min. to Max.B Part No.In.(mm) In. (mm) DB2318DS 10.56” to 20.75”(268 to 527)131/2”(343) DB2918DS 10.56” to 26.75”(268 to 679)131/2”(343) DB4118DS 10.56” to 38.75”(268 to 984)131/2”(343) DB5318DS 10.56” to 50.75”(268 to 1289)131/2”(343) DB2324DS 10.56” to 20.75”(268 to 527)191/2”(495) DB2924DS 10.56” to 26.75”(268 to 679)191/2”(495) DB4124DS 10.56” to 38.75”(268 to 984)191/2”(495) DB5324DS 10.56” to 50.75”(268 to 1289)191/2”(495) DB2336DS 10.56” to 20.75”(268 to 527)311/2”(800) DB2936DS 10.56” to 26.75”(268 to 679)311/2”(800) DB4136DS 10.56” to 38.75”(268 to 984)311/2”(800) DB5336DS 10.56” to 50.75”(268 to 1289)311/2”(800) DB2348DS 10.56” to 20.75”(268 to 527)431/2”(1105) DB2948DS 10.56” to 26.75”(268 to 679)431/2”(1105) DB4148DS 10.56” to 38.75”(268 to 984)431/2”(1105) DB5348DS 10.56” to 50.75”(268 to 1289)431/2”(1105) Height (overall) Width (overall) Length (overall) Wt./Each Part No.In. (mm) In. (mm) In. (mm) lbs. (kg) DB2318DS 23”(584)255/8”(651) 20.2”(513) 33.31 (15.11) DB2918DS 29”(736)255/8”(651) 20.2”(513) 35.00 (15.88) DB4118DS 41”(1041)255/8”(651) 20.2”(513) 38.40 (17.42) DB5318DS 53”(1346)255/8”(651) 20.2”(513) 41.80 (18.96) DB2324DS 23”(584)315/8”(803) 20.2”(513) 34.15 (15.49) DB2924DS 29”(736)315/8”(803) 20.2”(513) 35.84 (16.26) DB4124DS 41”(1041)315/8”(803) 20.2”(513) 39.25 (17.80) DB5324DS 53”(1346)315/8”(803) 20.2”(513) 42.65 (19.34) DB2336DS 23”(584)435/8”(1108) 20.2”(513) 35.84 (16.26) DB2936DS 29”(736)435/8”(1108) 20.2”(513) 37.56 (17.03) DB4136DS 41”(1041)435/8”(1108) 20.2”(513) 40.95 (18.57) DB5336DS 53”(1346)435/8”(1108) 20.2”(513) 44.34 (20.11) DB2348DS 23”(584)555/8”(1415) 20.2”(513) 37.55 (17.03) DB2948DS 29”(736)555/8”(1415) 20.2”(513) 39.25 (17.80) DB4148DS 41”(1041)555/8”(1415) 20.2”(513) 42.65 (19.34) DB5348DS 53”(1346)555/8”(1415) 20.2”(513) 46.03 (20.88) DB__DS SERIES cont. Reference page 152 for general fitting and standard finish specifications. DURA-BLOK™Rooftop Supports 157Strut Systems DURA-BLOK SupportsAbove rollers can be mounted on DB Series, DB6 Series, and DB10 Series units. B3126 Series B-LINEB-LINEBVP150BVP150 1 1/2” I.P1 1 / 2 ” I . P .. BVT Series B2400 Series B218 B101 BTS B22SH B634 B22THTN Nuts HHCS B104 B219 SeriesB379 B479 B2000 Series Compatible Components Available to make DURA-BLOK bases more versatile B3124 Series DBR SERIES SUPPORT BASES WITH B42 CHANNEL & PIPE ROLLER • Base with 14 ga. (1.9mm)galvanized channel 1” high (25.4mm)tall - see chart for height, width and length. • 100% recycled rubber, UV resistant. • Load Rating: (See Chart Below)* • DURA-BLOK DBR-Series support is designed to support pipe where longitudinal movement is expected. The DURA-BLOK is UV resistant and approved for installation on any type of roofing material or other flat surfaces. Roller Block & Channel -Height x Width x Length Height** Wt./Each Load Rating Part No. Part No.†In.(mm)In. (mm) Lbs. (kg) Lbs. (kN) DBR2-31/2 B3126-2 to 31/2 5” x 6” x 9.6”(127.0 x 152.4 x 243.8)7.09”(180)5.28 (2.39)500 (2.22) DBR4-6 B3126-4 to 6 5” x 6” x 9.6”(127.0 x 152.4 x 243.8)7.09”(180)10.63 (4.82)500 (2.22) DBR8-10 B3126-8-10 5” x 6” x 20.2”(127.0 x 152.4 x 513.1)8.34”(212)15.99 (7.25)1000 (4.45) DBR12-14 B3126-12-14 5” x 6” x 20.2”(127.0 x 152.4 x 513.1)9.38”(238)21.34 (9.68) 1000 (4.45) DBR16-20 B3126-16-20 5” x 6” x 20.2”(127.0 x 152.4 x 513.1)9.78”(248)26.70 (12.11) 1000 (4.45) † See Pipe Hanger Catalog for dimensions and specifications. ** From bottom of rubber block to bottom of pipe/tubing. DBR4-6 DBR16-20 Reference page 152 for general fitting and standard finish specifications. DURA-BLOK™Rooftop Supports Strut Systems158 DURA-BLOK SupportsROOFTOP APPLICATIONS DURA-BLOK™Rooftop Supports 159Strut Systems DURA-BLOK SupportsROOFTOP SUPPORTS IN WALKWAY APPLICATIONS • Safety Grating is available with slip resistant GRATE-LOCK™, helping provide a safe walkway for foot traffic on the roof. • Easy to install, elevated design, creates an identifiable path for foot traffic helping prevent wear and tear to the roof surface. • The cross-over design offers safe passage over existing cabling, piping, cable tray or any other interference on the rooftop. • The self cleaning pattern allows water and dirt to easily flow through, helping make the grating an ideal walkway in all weather conditions. • Handrail options are available DURA-BLOK™Rooftop Supports Strut Systems160 Catalog Thread Thread Drill/Hole Load Cap. Load Cap. Number Size Size Length Size Tension* Shear* in. mm in. mm in. mm lbs. kN lbs. kN AWA-37-225 3/8"-16 3/8" x 21/4"(9 x 57)11/4"(32) AWA-37-275 3/8"-16 3/8" x 23/4"(9 x 70)15/8"(41) AWA-37-300 3/8"-16 3/8" x 3"(9 x 76)17/8"(47)3/8”(9)760 (3.38)940 (4.18)AWA-37-350 3/8"-16 3/8" x 31/2"(9 x 89)23/8"(60) AWA-37-375 3/8"-16 3/8" x 33/4"(9 x 95)25/8"(66) AWA-37-500 3/8"-16 3/8" x 5"(9 x 127)37/8"(98) AWA-50-275 1/2"-13 1/2" x 23/4"(13 x 70)13/8"(35) AWA-50-375 1/2"-13 1/2" x 33/4"(13 x 95)23/8"(60) AWA-50-450 1/2"-13 1/2" x 41/2"(13 x 114)31/8"(79)1/2”(13)1390 (6.18)1700 (7.56) AWA-50-550 1/2"-13 1/2" x 51/2"(13 x 140)41/8"(105) AWA-50-700 1/2"-13 1/2" x 7"(13 x 178)55/8"(143) Catalog Rod Overall Sleeve Drill/Hole Load Cap. Load Cap. Number Size Length Length Diameter Tension* Shear* in. mm in. mm in. mm lbs. kN lbs. kN ADH-25 1/4”-20 7/8”(22)5/8”(16)3/8”(9)285 (1.27)300 (1.33) ADH-37 3/8”-16 1 5/16”(33)15/16”(24)5/8”(16)520 (2.31)640 (2.84) ADH-50 1/2”-13 1 3/4”(44)11/4”(32)3/4”(19)1005 (4.47)1005 (44.70) 9323 1/4” -------------------- 9343 3/8” -------------------- 9353 1/2” -------------------- Catalog Rod Shank Size Drill/Hole Load Cap. Load Cap. Number Size & Length Size Tension* Shear* in. mm in. mm Lbs. kN Lbs. kN ARC-25-125 1/4”-20 1/4” x 11/4”(6 x 32)1/4”(6)485 (2.16)610 (2.71) ARC-37-150 3/8”-16 1/4” x 11/2”(6 x 38)1/4”(6)650 (2.89)660 (2.93) ARC-50-275 1/2”-13 3/8” x 23/4”(9 x 70)1/4”(6)1510 (6.71)1580 (7.03) WEDGE ANCHOR HOLLOW BASE DROP-IN ANCHORS RAPID ROD™HANGERS FOR CONCRETE Note: Based on concrete compression strength of 4,000 psi using applied safety factor of 4. Note: Based on concrete compression strength of 4,000 psi using applied safety factor of 4. Note: Based on concrete compression strength of 4,000 psi using applied safety factor of 4. Catalog Rod Shank Size Load Cap. Load Cap. Number Size & Length Tension* In 12 Ga. Tension* In 1/4” in. mm Lbs. kN Lbs. kN ARS-25-100 1/4”-20 1/4” x 1”(6 x 25)390 (1.75)1260 (5.60) ARS-37-100HN 3/8”-16 1/4” x 1” *(6 x 25)512 (2.28)1260 (5.60) ARS-37-150 3/8”-16 1/4” x 11/2”(6 x 38)390 (1.75)1260 (5.60) ARS-37-150HN 3/8”-16 1/4” x 11/2”(6 x 38)512 (2.28)1260 (5.60) ARS-37-200 3/8”-16 1/4” x 2”(6 x 51)390 (1.75)1260 (5.60) RAPID ROD™HANGERS FOR STEEL Note: Loads shown for ASTM A36 beams and ASTM A572 steel purlins include a safety factor of 4. For UL and FM listings, steel rapid rod must be installed with a retaining nut.Concrete InsertsReference page 212 for general fitting and standard finish specifications. Anchors 219Strut Systems Concrete InsertsPLASTIC SCREW ANCHORS • Kits contain 100 anchors, 100 screws, and 1 concrete drill bit Catalog Screw Load Cap. Load Cap. Number Size Tension* Shear* Lbs. kN Lbs. kN APC-8K #8 x 1” 110 (0.49)70 (0.31) APC-10K #10 x 1” 140 (0.62)90 (0.40) APC-12K #12 x 1” 140 (0.62)90 (0.40) Note: Based on concrete compression strength of 4,000 psi using applied safety factor of 4. Catalog Rod Insert Thread Overall Load Cap. Load Cap. Number Size Color Length Length Tension* Shear* in. mm in. mm lbs. kN lbs. kN ACPW-25 1/4”-20 Brown 3/8”(9)17/8”(47)930 (4.13)370 (1.64) ACPW-37 3/8”-16 Green 5/8”(16)17/8”(47)1200 (5.33)1330 (5.91) ACPW-50 1/2”-13 Yellow 11/16”(17)17/8”(47)1200 (5.33)1840 (8.18) ACPW-62 5/8”-11 Red 15/16”(24)17/8”(47)1160 (5.16)2800 (12.45) ACPW-75 3/4”-10 Purple 1 1/8”(28)17/8”(47)1160 (5.16)2800 (12.45) WOOD-KNOCKER™†ANCHORS Notes: Based on normal weight concrete with minimum compression strength of 3,000 psi. Allowable load capacities are calculated using applied safety factor of 4. Minimum embedment is 2” (51mm). † Wood-Knocker™ is a trademark of Powers®Fasteners Catalog Rod Insert Thread Upper Deck Lower Deck Upper Deck Lower Deck Number Size Color Length Tension Load* Tension Load* Shear Load* Shear Load* in. mm lbs. kN lbs. kN lbs. kN lbs. kN ACPD-25 1/4”-20 Brown 3/8”(9)1112 (4.94)830 (3.69)625 (2.78)625 (2.78) ACPD-37 3/8”-16 Green 5/8”(16)1435 (6.38)830 (3.69)837 (3.72)837 (3.72) ACPD-50 1/2”-13 Yellow 11/16”(17)1775 (7.89)830 (3.69)837 (3.72)837 (3.72) ACPD-62 5/8”-11 Red 15/16”(24)2200 (9.78)990 (4.40)837 (3.72)837 (3.72) ACPD-75 3/4”-10 Purple 1 1/8”(28)2200 (9.78)990 (4.40)837 (3.72)837 (3.72) ACPD-87 7/8”-9 Black 1 5/16”(33)2200 (9.78)990 (4.40)837 (3.72)837 (3.72) BANG-IT™†ANCHORS Notes: Based on normal weight concrete with minimum compression strength of 3,000 psi. Allowable load capacities are calculated using applied safety factor of 4. Minimum insert spacing of 12” (305mm), minimun end spacing of 12” (305mm). Minimum embedment is 2” (51mm). Length of sleeve is 33/8” (86mm. † Bang-It™ is a trademark of Powers®Fasteners Reference page 212 for general fitting and standard finish specifications Anchors Strut Systems220 Concrete Inserts1/4” CONCRETE SCREWS Note: Based on 1” (25mm)embedment with concrete compression strength of 4,000 psi using applied safety factor of 4. Consult factory for loading of other embedment depths. Catalog Rod Drill/Hole Load Cap. Load Cap. Number Size Size Tension* Shear* in. mm in. mm lbs. kN lbs. kN ACS-125H 1/4” x 11/4”(6 x 32)3/16”(5)265 (1.18)205 (0.91) ACS-175H 1/4” x 13/4”(6 x 44)3/16”(5)265 (1.18)205 (0.91) ACS-225H 1/4” x 21/4”(6 x 57)3/16”(5)265 (1.18)205 (0.91) ACS-275H 1/4” x 23/4”(6 x 70)3/16”(5)265 (1.18)205 (0.91) ACS-325H 1/4” x 31/4”(6 x 82)3/16”(5)265 (1.18)205 (0.91) Catalog Rod Thread Drill/Hole Load Cap. Load Cap. Number Size Depth Size Tension* Shear* in. mm in. mm Lbs. kN Lbs. kN ATM-37 3/8”-16 11/16”(17)1/2”(13)540 (2.40)825 (3.67) SELF-TAPPING MACHINE SCREW ANCHOR Note: Based on concrete compression strength of 4,000 psi in uncracked concrete using applied safety factor of 4. Minimum concrete thickness 4” (101mm)with minimum embedment of 15/8” (41mm) Catalog Head Thread Minimum Load Cap. Load Cap. Number Type Depth Embedment Tension* Shear* in. mm in. mm Lbs. kN Lbs. kN AWS-CH Combo 3/16” x 11/4”(5 x 32)3/4”(19)90 (0.40)260 (1.15) AWS-OH Oval 3/16” x 11/4”(5 x 32)3/4”(19)90 (0.40)260 (1.15) AWS-PH Pan 3/16” x 11/4”(5 x 32)3/4”(19)90 (0.40)260 (1.15) WALL SCREWS Note: Based on concrete compression strength of 4,000 psi. Allowable load capacities are calculated using an applied safety factor of 4. Catalog Anchor Size Thread Drill/Hole Minimum Load Cap. Load Cap. Number & Length Length Diameter Embedment Tension* Shear* in. mm in. mm in. mm in. mm lbs. kN lbs. kN ASA-37-187HN 3/8” x 17/8”(9 x 47)15/8”(41)3/8”(9)15/8”(41)670 (2.98)610 (2.71) ASA-37-300HN 3/8” x 3”(9 x 76)15/8”(41)3/8”(9)15/8”(41)670 (2.98)610 (2.71) ASA-37-400HN 3/8” x 4”(9 x 101)15/8”(41)3/8”(9)15/8”(41)670 (2.98)610 (2.71) ASA-50-225HN 1/2” x 21/4”(13 x 57)21/4”(57)1/2”(13)21/4”(57)1255 (5.58)1055 (4.69) ASA-50-300HN 1/2” x 3”(13 x 76)21/4”(57)1/2”(13)21/4”(57)1255 (5.58)1055 (4.69) ASA-50-400HN 1/2” x 4”(13 x 101)21/4”(57)1/2”(13)21/4”(57)1255 (5.58)1055 (4.69) ASA-50-525HN 1/2” x 51/4”(13 x 133)21/4”(57)1/2”(13)21/4”(57)1255 (5.58)1055 (4.69) ASA-50-600HN 1/2” x 6”(13 x 152)21/4”(57)1/2”(13)21/4”(57)1255 (5.58)1055 (4.69) SLEEVE TYPE EXPANSION ANCHORS Note: Based on concrete compression strength of 4,000 psi using applied safety factor of 4. Reference page 212 for general fitting and standard finish specifications. Anchors 221Strut Systems Hilti, Inc. 7250 Dallas Parkway, Suite 1000 Plano, TX 75024 1-800-879-8000 www.hilti.com The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 17. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines. US: http://submittals.us.hilti.com/PTGVol2/ CA: http://submittals.us.hilti.com/PTGVol2CA/ To consult directly with a team member regarding our anchor fastening products, contact Hilti’s team of technical support specialists between the hours of 7:00am – 6:00pm CST. US: 877-749-6337 or HNATechnicalServices@hilti.com CA: 1-800-363-4458, ext. 6 or CATechnicalServices@hilti.com Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 277 The KWIK Bolt TZ (KB-TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel, type 304 and type 316 stainless steel versions. The anchor diameters range from 3/8-, 1/2-, 5/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, lightweight concrete over metal deck and grout-filled concrete masonry. Guide specifications Torque controlled expansion anchors shall be KWIK Bolt TZ (KB-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti KWIK Bolt TZ. Anchors are manufactured to meet one of the following conditions: • The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 µm. The stainless steel expansion sleeve conforms to type 316. • Stainless steel anchor body, nut and washer conform to type 304. Stainless steel expansion sleeve conforms to type 316. • Stainless steel anchor body, nut, washer, and expansion sleeve conform to type 316 stainless steel. Product features • Product and length identification marks facilitate quality control after installation. • Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. • Type 316 stainless steel wedges provide superior performance in cracked concrete. • Ridges on expansion wedges provide increased reliability. • Mechanical expansion allows immediate load application. • Raised impact section (dog point) prevents thread damage during installation. • Bolt meets ductility requirements of ACI 318-14 Section 2.3. • ACI 349-01 Nuclear Design Guide is available. Call Hilti Technical Support. 3.3.5.1 Product description Listings/Approvals ICC-ES (International Code Council) ESR-1917, ESR-3785, ESL-1067 City of Los Angeles Research Report No. 25701 Research Report No. 26057 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 UL LLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 Independent code evaluation IBC® / IRC® 2015 IBC® / IRC® 2012 IBC® / IRC® 2009 IBC® / IRC® 2006 National Building Code of Canada 2015 National Building Code of Canada 2010 3.3.5.1 Product description 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation instructions 3.3.5.5 Ordering information Impact section dog point Nut Washer Red mark Anchor body Stainless steel expansion sleeve (wedges) Anchor thread Expansion cone Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 278 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 3.3.5.2 Material specifications Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.1 All nuts and washers for type 304 anchors are made from type 304 stainless. All nuts and washers for type 316 anchors are made from type 316 stainless. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. Expansion sleeve (wedges) are made from type 316 stainless steel. 1 Bolt fracture loads are determined by testing in a universal tensile machine for quality control at the manufacturing facility. These loads are not intended for design purposes. See tables 4 and 16 for the steel design strengths of carbon steel and stainless steel, respectively. Anchor diameter (in.) Shear (lb) Tension (lb) 3/8 5,058 6,519 1/2 8,543 12,364 5/8 13,938 19,109 3/4 22,481 24,729 Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.1 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 µm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from type 316 stainless steel Anchor diameter (in.) Shear (lb) Tension (lb) 3/8 NA 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 17,535 25,853 The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the Strength Design parameters and variables of ESR-1917 and the equations within ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR-1917 are not contained in this section, but can be found at www.icc-es.org or at www.hilti.com. 3.3.5.3 Technical data 3.3.5.3.1 ACI 318-14 Chapter 17 design Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 279 Figure 1 - Hilti KWIK Bolt TZ speciications Table 1 - Hilti KWIK Bolt TZ carbon steel speciications Setting information Symbol Units Nominal anchor diameter do 3/8 1/2 5/8 3/4 Nominal bit diameter dbit in. 3/8 1/2 5/8 3/4 Minimum nominal embedment hnom in. 1-13/16 2-5/16 3-1/16 2-3/8 3-5/8 3-9/16 4-7/16 3-13/16 4-5/16 5-5/16 (mm) (46) (59) (78) (60) (91) (91) (113) (97) (110) (135) Effective minimum embedment hef in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) Min. hole depth ho in. 2 2-5/8 3-3/8 2-5/8 4 3-3/4 4-3/4 4 4-5/8 5-3/4 (mm) (51) (67) (83) (67) (102) (95) (121) (102) (117) (146) Min. thickness of ixture1 tmin in. 0 0 0 3/4 1/4 3/8 3/4 0 0 7/8 (mm) (0) (0) (0) (19) (6) (9) (19) (0) (0) (23) Max. thickness of ixture tmax in. 2-13/16 2-5/16 1-9/16 4 2-3/4 5-5/8 4-3/4 5-9/16 4-15/16 3-15/16 (mm) (71) (59) (40) (101) (70) (143) (121) (141) (125) (100) Installation torque (concrete)Tinst ft-lb 25 40 60 110 (Nm) (34) (54) (81) (149) Installation torque (masonry)Tinst ft-lb n/a 15 n/a 25 35 n/a 70 (Nm) (20) (34) (47) (95) Fixture hole diameter dh in. 7/16 9/16 11/16 13/16 (mm) (11.1) (14.3) (17.5) (20.6) Available anchor lengths ℓanch in. 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8-1/2 10 5-1/2 7 8 10 (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (178) (203) (254) Threaded length including dog point ℓthread in. 1-1/2 2-1/4 3-1/2 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 2-1/2 4 5 7 (mm) (38) (57) (89) (41) (60) (86) (124) (38) (70) (133) (171) (63) (103) (128) (179) Unthreaded length ℓunthr in. 1-1/2 2-1/8 3-1/4 3 (mm) (39) (54) (83) (77) 1 Minimum thickness of ixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt TZ anchors are installed at this embedment, the anchor threading ends near the surface of the concrete. If the ixture is suficiently thin, it could be possible to run the nut to the bottom of the threading during application of the installation torque. If ixtures are thin, it is recommended that embedment be increased accordingly. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 280 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 2 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in uncracked concrete1,2,3,4,5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - фNn Shear - фVn ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) 3/8 1-1/2 1-13/16 1,185 1,300 1,500 1,835 1,545 1,690 1,950 2,390 (38) (46) (5.3) (5.8) (6.7) (8.2) (6.9) (7.5) (8.7) (10.6) 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 (51) (59) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4) 2-3/4 3-1/16 2,670 2,925 3,380 4,140 7,660 8,395 9,690 11,870 (70) (78) (11.9) (13.0) (15.0) (18.4) (34.1) (37.3) (43.1) (52.8) 1/2 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 (51) (60) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 3-1/4 3-5/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250 (83) (91) (15.9) (17.5) (20.2) (24.7) (43.8) (48.0) (55.4) (67.8) 5/8 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 4 4-7/16 5,945 6,510 7,520 9,210 13,440 14,725 17,000 20,820 (102) (113) (26.4) (29.0) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6) 3/4 3-1/4 3-13/16 4,570 5,005 5,780 7,080 9,845 10,785 12,450 15,250 (83) (97) (20.3) (22.3) (25.7) (31.5) (43.8) (48.0) (55.4) (67.8) 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 (95) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1) 4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) (30.9) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9) Table 3 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concrete1,2,3,4,5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - фNn Shear - фVn ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) 3/8 1-1/2 1-13/16 860 940 1,085 1,330 1,095 1,195 1,385 1,695 (38) (46) (3.8) (4.2) (4.8) (5.9) (4.9) (5.3) (6.2) (7.5) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 2-3/4 3-1/8 2,050 2,245 2,595 3,175 5,425 5,945 6,865 8,405 (70) (79) (9.1) (10.0) (11.5) (14.1) (24.1) (26.4) (30.5) (37.4) 1/2 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800 (83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0) 5/8 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3/4 3-1/4 3-13/16 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (97) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 6 to 13 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by λa as follows: for sand-lightweight, λa = 0.68; for all-lightweight, λa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by αN,seis = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 281 For a specific edge distance, the permitted spacing is calculated as follows: (smin,1 – smin,2) s ≥ smin,2 + ___________ (c – cmin,2) (cmin,1 – cmin,2) cdesignedge distance c cmin,1 at smin,1 cmin,2 at smin,2 sdesignspacing sFigure 2 Concrete Edge Anchors not permitted in shaded area smin,2 smin,1 cmin,1cmin,2Case 1 Case 2 Table 5 - Carbon steel Hilti KWIK Bolt TZ installation parameters1 Setting information Symbol Units Nominal anchor diameter do 3/8 1/2 5/8 3/4 Effective minimum embedment hef in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) Min. member thickness hmin in. 3-1/4 4 5 5 4 6 6 8 5 6 8 5-1/2 6 8 8 (mm) (83) (102) (127) (127) (102) (152) (152) (203) (127) (152) (203) (140) (152) (203) (203) Case 1 cmin,1 in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105) for smin,1 ≥ in. 8 5 5 5-3/4 5-3/4 6-1/8 5-7/8 5 10-1/2 8-7/8 (mm) (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) Case 2 cmin,2 in. 8 3-5/8 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4 (mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197) for smin,2 ≥ in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-1/2 3 5 5 4 (mm) (203) (64) (64) (70) (60) (89) (76) (127) (127) (102) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a speciic edge distance c, where cmin,1 < c < cmin,2, will determine the permissible spacings. Table 4 - Steel strength for Hilti KWIK Bolt TZ carbon steel anchors1,2 Nominal anchor diameter in Effective embedment in. (mm) Tensile фNsa 3 lb (kN) Shear фVsa 4 lb (kN) Seismic shear фVsa,eq 5 lb (kN) 3/8 1-1/2 4,875 1,415 1,415 (38) (21.7) (6.3) (6.3) 2 2-3/4 4,875 2,335 1,465 (51) (70) (21.7) (10.4) (6.5) 1/2 2 3-1/4 8,030 3,570 3,570 (51) (83) (35.7) (15.9) (15.9) 5/8 3-1/8 4 12,880 5,260 4,940 (79) (102) (57.3) (23.4) (22.0) 3/4 3-1/4 3-3/4 4-3/4 18,840 8,890 7,635 (83) (95) (121) (83.8) (39.5) (34.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ carbon steel anchors are to be considered ductile steel elements. 3 Tensile фNsa = ф Ase,N futa as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with фVsa < ф 0.60 Ase,V futa as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with фVsa,eq < ф 0.60 Ase,V futa as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 282 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 6 - Load adjustment factors for 3/8-in. diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete1,2 3/8-in. KB-TZ CS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ Toward edge ƒRV II To and away from edge ƒRV Effective embed. hef in. 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 (mm)(38)(51)(70) (38)(51)(70) (38)(51)(70) (38)(51)(70) (38)(51)(70) (38)(51)(70) Nominal embed. hnom in.1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 (mm)(46)(59)(79) (46)(59)(79) (46)(59)(79) (46)(59)(79) (46)(59)(79) (46)(59)(79)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-1/2 (64) n/a 0.71 0.65 n/a 0.60 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.60 0.32 n/a n/a n/a 3 (76) n/a 0.75 0.68 n/a 0.69 0.79 n/a 0.62 0.56 n/a 0.64 0.21 n/a 0.69 0.42 n/a n/a n/a 3-1/2 (89) n/a 0.79 0.71 n/a 0.80 0.88 n/a 0.64 0.57 n/a 0.81 0.27 n/a 0.81 0.53 0.62 n/a n/a 3-5/8 (92) n/a 0.80 0.72 n/a 0.83 0.91 n/a 0.65 0.57 n/a 0.85 0.28 n/a 0.85 0.56 0.63 n/a n/a 4 (102) n/a 0.83 0.74 n/a 0.91 0.98 n/a 0.67 0.58 n/a 0.99 0.33 n/a 0.99 0.65 0.67 0.81 n/a 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 1.00 n/a 0.69 0.59 n/a 1.00 0.39 n/a 1.00 0.78 0.71 0.86 n/a 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.91 0.75 0.91 0.63 5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.95 0.66 6 (152) n/a 1.00 0.86 n/a n/a 0.75 0.62 n/a 0.60 n/a 0.82 1.00 0.69 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.74 8 (203) 1.00 0.98 1.00 0.72 0.83 0.66 1.00 0.92 1.00 0.94 0.80 9 (229) 1.00 1.00 0.75 0.87 0.68 1.00 1.00 0.84 10 (254) 1.00 0.78 0.91 0.70 1.00 0.89 11 (279) 1.00 0.81 0.95 0.72 0.93 12 (305) 1.00 0.83 1.00 0.74 0.97 13 (330) 1.00 0.86 1.00 0.76 1.00 Table 7 - Load adjustment factors for 3/8-in. diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete1,2 3/8-in. KB-TZ CS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ Toward edge ƒRV II To and away from edge ƒRV Effective embed. hef in. 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 (mm)(38)(51)(70) (38)(51)(70) (38)(51)(70) (38)(51)(70) (38)(51)(70) (38)(51)(70) Nominal embed. hnom in.1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 (mm)(46)(59)(79) (46)(59)(79) (46)(59)(79) (46)(59)(79) (46)(59)(79) (46)(59)(79)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-1/2 (64) n/a 0.71 0.65 n/a 0.87 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.87 0.33 n/a n/a n/a 3 (76) n/a 0.75 0.68 n/a 1.00 0.79 n/a 0.62 0.56 n/a 0.65 0.21 n/a 1.00 0.43 n/a n/a n/a 3-1/2 (89) n/a 0.79 0.71 n/a 1.00 0.88 n/a 0.65 0.57 n/a 0.82 0.27 n/a 1.00 0.54 0.62 n/a n/a 3-5/8 (92) n/a 0.80 0.72 n/a 1.00 0.91 n/a 0.65 0.57 n/a 0.86 0.28 n/a 1.00 0.57 0.63 n/a n/a 4 (102) n/a 0.83 0.74 n/a 0.98 n/a 0.67 0.58 n/a 1.00 0.33 n/a 0.66 0.67 0.82 n/a 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 n/a 0.69 0.59 n/a 0.39 n/a 0.79 0.71 0.87 n/a 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.92 0.75 0.91 0.63 5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.96 0.66 6 (152) n/a 1.00 0.86 n/a n/a 0.75 0.62 n/a 0.61 n/a 0.82 1.00 0.69 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.75 8 (203) 1.000 0.98 1.00 0.72 0.83 0.66 1.00 0.93 1.00 0.94 0.80 9 (229) 1.000 1.00 0.75 0.87 0.68 1.00 1.00 0.85 10 (254) 1.000 0.78 0.92 0.70 0.89 11 (279) 1.000 0.81 0.96 0.72 0.94 12 (305) 1.000 0.83 1.00 0.74 0.98 13 (330) 1.000 0.86 0.76 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and igure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 283 Table 8 - Load adjustment factors for 1/2-in. diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete1,2 1/2-in. KB-TZ CS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 (mm)(51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal embed. hnom in.2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 (mm)(60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-3/8 (60)n/a 0.62 n/a 0.41 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1/2 (64)n/a 0.63 n/a 0.42 n/a 0.55 n/a 0.14 n/a 0.28 n/a n/a 2-3/4 (70)0.73 0.64 0.51 0.44 0.62 0.55 0.51 0.16 0.51 0.33 n/a n/a 3 (76)0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a 3-1/2 (89)0.79 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102)0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a 4-1/8 (105)0.84 0.71 0.75 0.57 0.68 0.57 0.75 0.30 0.75 0.57 0.85 n/a 4-1/2 (114)0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a 5 (127)0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a 5-1/2 (140)0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a 5-3/4 (146)0.98 0.79 0.77 0.75 0.60 0.49 0.77 1.00 n/a 6 (152)1.00 0.81 0.80 0.76 0.61 0.53 0.80 0.66 7 (178)0.86 0.93 0.81 0.63 0.66 0.93 0.71 8 (203)0.91 1.00 0.85 0.64 0.81 1.00 0.76 9 (229)0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279)0.98 0.70 0.89 12 (305)1.00 0.72 0.93 14 (356)0.75 1.00 16 (406)0.79 18 (457)0.83 > 20 (508)0.86 Table 9 - Load adjustment factors for 1/2-in. diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete1,2 1/2-in. KB-TZ CS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 (mm)(51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal embed. hnom in.2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 (mm)(60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-3/8 (60)n/a 0.62 n/a 0.63 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1/2 (64)n/a 0.63 n/a 0.65 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2-3/4 (70)0.73 0.64 0.93 0.68 0.62 0.55 0.62 0.16 0.93 0.33 n/a n/a 3 (76)0.75 0.65 1.00 0.71 0.63 0.55 0.71 0.19 1.00 0.38 n/a n/a 3-1/2 (89)0.79 0.68 1.00 0.79 0.65 0.56 0.89 0.24 1.00 0.47 n/a n/a 4 (102)0.83 0.71 1.00 0.86 0.68 0.57 1.00 0.29 1.00 0.58 0.84 n/a 4-1/8 (105)0.84 0.71 1.00 0.88 0.68 0.58 1.00 0.30 1.00 0.61 0.85 n/a 4-1/2 (114)0.88 0.73 0.94 0.70 0.58 0.34 0.69 0.89 n/a 5 (127)0.92 0.76 1.00 0.72 0.59 0.40 0.81 0.94 n/a 5-1/2 (140)0.96 0.78 0.74 0.60 0.47 0.93 0.98 n/a 5-3/4 (146)0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a 6 (152)1.00 0.81 0.76 0.61 0.53 1.00 0.66 7 (178)0.86 0.81 0.63 0.67 0.71 8 (203)0.91 0.85 0.65 0.82 0.76 9 (229)0.96 0.90 0.66 0.98 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279)0.98 0.70 0.90 12 (305)1.00 0.72 0.94 14 (356)0.76 1.00 16 (406)0.79 18 (457)0.83 > 20 (508)0.86 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and igure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 284 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 10 - Load adjustment factors for 5/8-in. diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete1,2 5/8-in. KB-TZ CS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 (mm)(79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal embed. hnom in.3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 (mm)(90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)3 (76)n/a 0.63 n/a n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83)n/a 0.64 n/a 0.46 n/a 0.55 n/a 0.17 n/a 0.34 n/a n/a 3-1/2 (89)0.69 0.65 n/a 0.48 0.57 0.56 n/a 0.19 n/a 0.38 n/a n/a 3-5/8 (92)0.69 0.65 0.60 0.48 0.57 0.56 0.28 0.20 0.56 0.40 n/a n/a 4 (102)0.71 0.67 0.64 0.51 0.58 0.56 0.32 0.23 0.64 0.47 n/a n/a 4-1/4 (108)0.73 0.68 0.67 0.53 0.58 0.57 0.35 0.26 0.67 0.51 n/a n/a 4-1/2 (114)0.74 0.69 0.70 0.56 0.59 0.57 0.38 0.28 0.70 0.56 n/a n/a 4-3/4 (121)0.75 0.70 0.73 0.58 0.59 0.58 0.42 0.30 0.73 0.58 n/a n/a 5 (127)0.77 0.71 0.77 0.60 0.60 0.58 0.45 0.33 0.77 0.60 0.63 n/a 5-1/2 (140)0.79 0.73 0.85 0.64 0.61 0.59 0.52 0.38 0.85 0.64 0.66 n/a 5-7/8 (149)0.81 0.74 0.90 0.67 0.62 0.59 0.57 0.42 0.90 0.67 0.68 n/a 6 (152)0.82 0.75 0.92 0.69 0.62 0.59 0.59 0.43 0.92 0.69 0.69 0.62 6-1/8 (156)0.83 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 8 (203)0.93 0.83 1.00 0.91 0.66 0.63 0.91 0.66 1.00 0.91 0.79 0.71 10 (254)1.00 0.92 1.00 0.70 0.66 1.00 0.92 1.00 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356)0.77 0.72 1.00 0.94 16 (406)0.81 0.75 1.00 18 (457)0.85 0.78 20 (508)0.89 0.82 22 (559)0.93 0.85 > 24 (610)0.97 0.88 Table 11 - Load adjustment factors for 5/8-in. diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete1,2 5/8-in. KB-TZ CS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 (mm)(79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal embed. hnom in.3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 (mm)(90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)3 (76)n/a 0.63 n/a n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83)n/a 0.64 n/a 0.66 n/a 0.55 n/a 0.17 n/a 0.35 n/a n/a 3-1/2 (89)0.69 0.65 n/a 0.69 0.57 0.56 n/a 0.19 n/a 0.39 n/a n/a 3-5/8 (92)0.69 0.65 0.83 0.71 0.57 0.56 0.28 0.20 0.56 0.41 n/a n/a 4 (102)0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a 4-1/4 (108)0.73 0.68 0.93 0.78 0.58 0.57 0.36 0.26 0.71 0.52 n/a n/a 4-1/2 (114)0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a 4-3/4 (121)0.75 0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.61 n/a n/a 5 (127)0.77 0.71 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a 5-1/2 (140)0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a 5-7/8 (149)0.81 0.74 0.98 0.62 0.59 0.58 0.42 0.84 0.68 n/a 6 (152)0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 6-1/8 (156)0.83 0.76 0.62 0.60 0.62 0.45 0.89 0.69 0.62 8 (203)0.93 0.83 0.66 0.63 0.92 0.67 1.00 0.79 0.71 10 (254)1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356)0.78 0.72 1.00 0.94 16 (406)0.82 0.75 1.00 18 (457)0.85 0.79 20 (508)0.89 0.82 22 (559)0.93 0.85 > 24 (610)0.97 0.88 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and igure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 285 Table 12 - Load adjustment factors for 3/4-in. diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete1,2 3/4-in. KB-TZ CS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 (mm)(83)(95) (121)(83)(95) (121)(83)(95) (121)(83)(95) (121)(83)(95) (121)(83)(95) (121) Nominal embed. hnom in.3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 (mm)(97)(110) (141)(97)(110) (141)(97)(110) (141)(97)(110) (141)(97)(110) (141)(97)(110) (142)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)4 (102)n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4-1/8 (105)n/a n/a 0.645 n/a n/a 0.546 n/a n/a 0.558 n/a n/a 0.207 n/a n/a 0.414 n/a n/a n/a 4-1/2 (114)n/a n/a 0.658 n/a n/a 0.574 n/a n/a 0.564 n/a n/a 0.236 n/a n/a 0.472 n/a n/a n/a 4-3/4 (121)n/a n/a 0.667 n/a 0.495 0.594 n/a n/a 0.567 n/a 0.348 0.256 n/a 0.495 0.512 n/a n/a n/a 5 (127)0.756 0.722 0.675 n/a 0.514 0.613 0.569 0.587 0.571 n/a 0.376 0.276 n/a 0.514 0.552 n/a n/a n/a 5-1/2 (140)0.782 0.744 0.693 n/a 0.553 0.653 0.576 0.595 0.578 n/a 0.433 0.319 n/a 0.553 0.637 0.553 n/a n/a 6 (152)0.808 0.767 0.711 n/a 0.600 0.695 0.583 0.604 0.585 n/a 0.494 0.363 n/a 0.600 0.695 0.577 0.645 n/a 7 (178)0.859 0.811 0.746 n/a 0.700 0.781 0.597 0.621 0.599 n/a 0.622 0.458 n/a 0.700 0.781 0.624 0.697 n/a 7-3/4 (197)0.897 0.844 0.772 n/a 0.775 0.861 0.608 0.634 0.610 n/a 0.725 0.533 n/a 0.775 0.861 0.656 0.733 n/a 8 (203)0.910 0.856 0.781 n/a 0.800 0.889 0.611 0.639 0.613 n/a 0.760 0.559 n/a 0.800 0.889 0.667 0.745 0.673 8-7/8 (225)0.955 0.894 0.811 n/a 0.888 0.986 0.623 0.654 0.625 n/a 0.888 0.653 n/a 0.888 0.986 0.702 0.785 0.708 9-1/2 (241)0.987 0.922 0.833 0.792 0.950 1.000 0.632 0.665 0.634 0.704 0.984 0.723 0.792 0.984 1.000 0.726 0.812 0.733 10 (254)1.000 0.944 0.851 0.833 1.000 0.639 0.674 0.641 0.761 1.000 0.781 0.833 1.000 0.745 0.833 0.752 10-1/2 (267)0.967 0.868 0.875 0.646 0.682 0.648 0.818 0.841 0.875 0.764 0.854 0.771 12 (305)1.000 0.921 1.000 0.667 0.708 0.670 1.000 1.000 1.000 0.816 0.913 0.824 14 (356) 0.991 0.694 0.743 0.698 0.882 0.986 0.890 16 (406) 1.000 0.722 0.778 0.726 0.943 1.000 0.951 18 (457)0.750 0.812 0.754 1.000 1.000 20 (508)0.778 0.847 0.783 22 (559)0.806 0.882 0.811 > 24 (610)0.833 0.916 0.839 Table 13 - Load adjustment factors for 3/4-in. diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete1,2 3/4-in. KB-TZ CS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 3-1/4 3-3/4 4-3/4 (mm)(83)(95) (121)(83)(95) (121)(83)(95) (121)(83)(95) (121)(83)(95) (121)(83)(95) (121) Nominal embed. hnom in.3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 (mm)(97)(110) (141)(97)(110) (141)(97)(110) (141)(97)(110) (141)(97)(110) (141)(97)(110) (142)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)4 (102)n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4-1/8 (105)n/a n/a 0.645 n/a n/a 0.690 n/a n/a 0.559 n/a n/a 0.209 n/a n/a 0.417 n/a n/a n/a 4-1/2 (114)n/a n/a 0.658 n/a n/a 0.726 n/a n/a 0.564 n/a n/a 0.238 n/a n/a 0.476 n/a n/a n/a 4-3/4 (121)n/a n/a 0.667 n/a 0.879 0.750 n/a n/a 0.568 n/a 0.351 0.258 n/a 0.701 0.516 n/a n/a n/a 5 (127)0.756 0.722 0.675 n/a 0.913 0.775 0.599 0.587 0.571 n/a 0.379 0.279 n/a 0.757 0.557 n/a n/a n/a 5-1/2 (140)0.782 0.744 0.693 n/a 0.982 0.825 0.609 0.596 0.578 n/a 0.437 0.321 n/a 0.874 0.643 0.659 n/a n/a 6 (152)0.808 0.767 0.711 n/a 1.000 0.877 0.619 0.605 0.585 n/a 0.498 0.366 n/a 0.996 0.732 0.689 0.647 n/a 7 (178)0.859 0.811 0.746 n/a 1.000 0.986 0.638 0.622 0.600 n/a 0.627 0.461 n/a 1.000 0.923 0.744 0.699 n/a 7-3/4 (197)0.897 0.844 0.772 n/a 1.000 1.000 0.653 0.635 0.610 n/a 0.731 0.538 n/a 1.000 0.783 0.735 n/a 8 (203)0.910 0.856 0.781 1.000 1.000 0.658 0.640 0.614 0.923 0.767 0.564 1.000 0.795 0.747 0.674 8-7/8 (225)0.955 0.894 0.811 1.000 1.000 0.675 0.655 0.626 1.000 0.896 0.659 0.837 0.787 0.710 9-1/2 (241)0.987 0.922 0.833 1.000 1.000 0.688 0.666 0.635 0.992 0.729 0.866 0.814 0.735 10 (254)1.000 0.944 0.851 0.698 0.674 0.642 1.000 0.788 0.889 0.835 0.754 10-1/2 (267)0.967 0.868 0.707 0.683 0.649 0.848 0.911 0.856 0.773 12 (305)1.000 0.921 0.737 0.709 0.671 1.000 0.974 0.915 0.826 14 (356) 0.991 0.777 0.744 0.699 1.000 0.989 0.892 16 (406) 1.000 0.816 0.779 0.727 1.000 0.954 18 (457)0.856 0.814 0.756 1.000 20 (508)0.895 0.849 0.784 22 (559)0.935 0.884 0.813 > 24 (610)0.974 0.919 0.841 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and igure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 286 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 14 - Hilti KWIK Bolt TZ stainless steel specifications1 Setting information Symbol Units Nominal anchor diameter (in.) 3/8 1/2 5/8 3/4 Nominal bit diameter dbit in. 3/8 1/2 5/8 3/4 Nominal min. embedment hnom in. 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-5/16 (mm) (59) (60) (91) (91) (113) (110) (142) Effective min. embedment hef in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 (mm) (51) (51) (83) (79) (102) (95) (121) Min. hole depth ho in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Min. thickness of fixture1 tmin in. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness of fixture tmax in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque (concrete)Tinst ft-lb 25 40 60 110 (Nm) (34) (54) (81) (149) Installation torque (masonry)Tinst ft-lb 15 25 35 70 (Nm) (20) (34) (47) (95) Fixture hole diameter dh in. 7/16 9/16 11/16 13/16 (mm) (11.1) (14.3) (17.5) (20.6) Available anchor lengths lanch in. 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8.5 10 5-1/2 8 10 (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded length including dog point lthread in. 7/8 1-5/8 2-7/8 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 4 6 (mm) (22) (41) (73) (41) (60) (86) (124) (38) (70) (133) (171) (38) (102) (152) Unthreaded length lunthr in. 2-1/8 2-1/8 3-1/4 4 (mm) (54) (54) (83) (102) 1 Refer to igure 1 of this section for diagram of installation parameters 2 Minimum thickness of ixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt TZ anchors are installed at this embedment, the anchor threading ends near the surface of the concrete. If the ixture is suficiently thin, it could be possible to run the nut to the bottom of the threading during application of the installation torque. If ixtures are thin, it is recommended that embedment be increased accordingly. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 287 Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure in uncracked concrete1,2,3,4,5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - фNn Shear - фVn ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) 3/8 2 2-5/16 1,710 1,875 2,160 2,650 2,375 2,605 3,005 3,680 (51) (59) (7.6) (8.3) (9.6) (11.8) (10.6) (11.6) (13.4) (16.4) 1/2 2 2-3/8 1,865 2,045 2,360 2,890 2,375 2,605 3,005 3,680 (51) (60) (8.3) (9.1) (10.5) (12.9) (10.6) (11.6) (13.4) (16.4) 3-1/4 3-5/8 3,745 4,100 4,735 5,800 9,845 10,785 12,450 15,250 (83) (91) (16.7) (18.2) (21.1) (25.8) (43.8) (48.0) (55.4) (67.8) 5/8 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 4 4-7/16 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (113) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3/4 3-3/4 4-5/16 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 4-3/4 5-9/16 7,825 8,575 9,900 12,125 17,390 19,050 22,000 26,945 (121) (142) (34.8) (38.1) (44.0) (53.9) (77.4) (84.7) (97.9) (119.9) Table 16 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure in cracked concrete1,2,3,4,5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - фNn Shear - фVn ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) ƒ'c = 2,500 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 6,000 psi lb (kN) 3/8 2 2-5/16 1,520 1,665 1,925 2,355 1,685 1,845 2,130 2,605 (51) (59) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 1/2 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (60) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 5/8 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 4 4-7/16 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 (102) (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3/4 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 17. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by λa as follows: for sand-lightweight, λa = 0.68; for all-lightweight, λa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/2-in diameter by 2-in effective embedment depth - αN,seis = 0.64 All other sizes - αN,seis = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 288 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 18 - Stainless steel Hilti KWIK Bolt TZ installation parameters1 Setting information Symbol Units Nominal anchor diameter do 3/8 1/2 5/8 3/4 Effective minimum embedment1 hef in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 (mm) (51) (51) (83) (79) (102) (95) (121) Min. member thickness hmin in. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Case 1 cmin,1 in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 (mm) (64) (73) (54) (83) (60) (108) (102) for smin,1 ≥ in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) (140) (140) (254) (216) Case 2 cmin,2 in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (mm) (89) (114) (83) (105) (108) (241) (178) for smin,2 ≥ in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 (mm) (57) (73) (51) (70) (60) (127) (102) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a speciic edge distance c, where cmin,1 < c < cmin,2, will determine the permissible spacings. Table 17 - Steel strength for Hilti KWIK Bolt TZ stainless steel anchors1,2 Nominal anchor diameter in. Tensile фNsa 3 lb (kN) Shear фVsa 4 lb (kN) Seismic shear фVsa,eq 5 lb (kN) 3/8 4,475 3,070 1,835 (19.9) (13.7) (8.2) 1/2 8,665 4,470 4,470 (38.5) (19.9) (19.9) 5/8 13,410 6,415 6,080 (59.7) (28.5) (27.0) 3/4 18,040 10,210 8,380 (80.2) (45.4) (37.3) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile фNsa = ф Ase,N futa as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with фVsa < ф 0.60 Ase,V futa as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with фVsa,eq < ф 0.60 Ase,V futa as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Figure 3 For a specific edge distance, the permitted spacing is calculated as follows: (smin,1 – smin,2) s ≥ smin,2 + ___________ (c – cmin,2) (cmin,1 – cmin,2) Concrete Edge Anchors not permitted in shaded area smin,2 smin,1 cmin,1cmin,2Case 1 Case 2 cdesignedge distance c cmin,1 at smin,1 cmin,2 at smin,2 sdesignspacing s Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 289 Table 19 - Load adjustment factors for 3/8-in. diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete1,2 3/8-in. KB-TZ SS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.2 2 2 2 2 2 (mm)(51) (51) (51) (51) (51) (51) Nominal embed. hnom in.2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 (mm)(59) (59) (59) (59) (59) (59)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 0.71 0.60 0.60 0.49 0.60 n/a 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 5-1/2 (140) 0.96 0.73 0.95 6 (152) 1.00 0.75 1.00 7 (178)0.79 8 (203)0.83 9 (229)0.87 10 (254)0.91 11 (279)0.95 12 (305)1.00 Table 20 - Load adjustment factors for 3/8-in. diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1,2 3/8-in. KB-TZ SS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.2 2 2 2 2 2 (mm)(51) (51) (51) (51) (51) (51) Nominal embed. hnom in.2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 (mm)(59) (59) (59) (59) (59) (59)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 0.71 0.87 0.60 0.49 0.87 n/a 3 (76) 0.75 1.00 0.62 0.65 1.00 n/a 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 n/a 4 (102) 0.83 0.67 1.00 0.82 4-1/2 (114) 0.88 0.69 0.87 5 (127) 0.92 0.71 0.91 5-1/2 (140) 0.96 0.73 0.96 6 (152) 1.00 0.75 1.00 7 (178)0.79 8 (203)0.83 9 (229)0.87 10 (254)0.92 11 (279)0.96 12 (305)1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and igure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 290 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 21 - Load adjustment factors for 1/2-in. diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete1,2 1/2-in. KB-TZ SS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 (mm)(51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal embed. hnom in.2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 (mm)(60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2 (51)n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1/8 (54)n/a 0.61 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73)0.74 0.65 0.53 0.45 0.63 0.55 0.53 0.17 0.53 0.35 n/a n/a 3 (76)0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a 3-1/4 (83)0.77 0.67 0.59 0.49 0.64 0.56 0.59 0.21 0.59 0.42 n/a n/a 3-1/2 (89)0.79 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102)0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a 4-1/2 (114)0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a 5 (127)0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a 5-1/4 (133)0.94 0.77 0.95 0.70 0.73 0.60 0.95 0.43 0.95 0.70 0.96 n/a 5-1/2 (140)0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a 6 (152)1.00 0.81 0.80 0.76 0.61 0.53 0.80 1.00 0.66 7 (178)0.86 0.93 0.81 0.63 0.66 0.93 0.71 8 (203)0.91 1.00 0.85 0.64 0.81 1.00 0.76 9 (229)0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279)0.98 0.70 0.89 12 (305)1.00 0.72 0.93 14 (356)0.75 1.00 16 (406)0.79 18 (457)0.83 > 20 (508)0.86 Table 22 - Load adjustment factors for 1/2-in. diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1,2 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 (mm)(51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal embed. hnom in.2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 (mm)(60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2 (51)n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1/8 (54)n/a 0.61 n/a 0.60 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73)0.74 0.65 0.97 0.70 0.60 0.55 0.47 0.18 0.94 0.35 n/a n/a 3 (76)0.75 0.65 1.00 0.71 0.60 0.55 0.50 0.19 1.00 0.38 n/a n/a 3-1/4 (83)0.77 0.67 1.00 0.75 0.61 0.56 0.56 0.21 1.00 0.42 n/a n/a 3-1/2 (89)0.79 0.68 1.00 0.79 0.62 0.56 0.63 0.24 1.00 0.47 n/a n/a 4 (102)0.83 0.71 1.00 0.86 0.64 0.57 0.77 0.29 1.00 0.58 0.75 n/a 4-1/2 (114)0.88 0.73 1.00 0.94 0.66 0.58 0.92 0.34 1.00 0.69 0.79 n/a 5 (127)0.92 0.76 1.00 0.67 0.59 1.00 0.40 0.81 0.84 n/a 5-1/4 (133)0.94 0.77 0.68 0.60 0.43 0.87 0.86 n/a 5-1/2 (140)0.96 0.78 0.69 0.60 0.47 0.93 0.88 n/a 6 (152)1.00 0.81 0.71 0.61 0.53 1.00 0.92 0.66 7 (178)0.86 0.74 0.63 0.67 0.99 0.71 8 (203)0.91 0.78 0.65 0.82 1.00 0.76 9 (229)0.96 0.81 0.66 0.98 0.81 10 (254) 1.00 0.85 0.68 1.00 0.85 11 (279)0.88 0.70 0.90 12 (305)0.92 0.72 0.94 14 (356)0.99 0.76 1.00 16 (406)1.00 0.79 18 (457)0.83 > 20 (508)0.86 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and igure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 291 Table 23 - Load adjustment factors for 5/8-in. diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete1,2 5/8-in. KB-TZ SS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 (mm)(79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal embed. hnom in.3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 (mm)(90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-3/8 (60)n/a 0.60 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.21 n/a n/a 2-3/4 (70)0.65 0.61 n/a 0.41 0.55 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76)0.66 0.63 n/a 0.43 0.56 0.55 n/a 0.15 n/a 0.30 n/a n/a 3-1/4 (83)0.67 0.64 0.51 0.45 0.56 0.55 0.24 0.17 0.47 0.34 n/a n/a 3-1/2 (89)0.69 0.65 0.54 0.47 0.57 0.56 0.26 0.19 0.53 0.38 n/a n/a 4 (102)0.71 0.67 0.59 0.51 0.58 0.56 0.32 0.23 0.59 0.47 n/a n/a 4-1/2 (114)0.74 0.69 0.65 0.55 0.59 0.57 0.38 0.28 0.65 0.55 n/a n/a 5 (127)0.77 0.71 0.71 0.59 0.60 0.58 0.45 0.33 0.71 0.59 0.63 n/a 5-1/2 (140)0.79 0.73 0.79 0.63 0.61 0.59 0.52 0.38 0.79 0.63 0.66 n/a 6 (152)0.82 0.75 0.86 0.68 0.62 0.59 0.59 0.43 0.86 0.68 0.69 0.62 7 (178)0.87 0.79 1.00 0.79 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.67 8 (203)0.93 0.83 0.90 0.66 0.63 0.91 0.66 0.90 0.79 0.71 10 (254)1.00 0.92 1.00 0.70 0.66 1.00 0.92 1.00 0.89 0.80 12 (305)1.00 0.74 0.69 1.00 0.97 0.87 14 (356)0.77 0.72 1.00 0.94 16 (406)0.81 0.75 1.00 18 (457)0.85 0.78 20 (508)0.89 0.82 22 (559)0.93 0.85 > 24 (610)0.97 0.88 Table 24 - Load adjustment factors for 5/8-in. diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1,2 5/8-in. KB-TZ SS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 (mm)(79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal embed. hnom in.3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 (mm)(90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)2-3/8 (60)n/a 0.60 n/a 0.57 n/a 0.54 n/a 011 n/a 0.22 n/a n/a 2-3/4 (70)n/a 0.61 n/a 0.61 n/a 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76)0.66 0.63 n/a 0.64 0.56 0.55 n/a 0.15 n/a 0.31 n/a n/a 3-1/4 (83)0.67 0.64 0.77 0.66 0.56 0.55 0.24 0.17 0.48 0.35 n/a n/a 3-1/2 (89)0.69 0.65 0.81 0.69 0.57 0.56 0.27 0.19 0.53 0.39 n/a n/a 4 (102)0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a 4-1/2 (114)0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a 5 (127)0.77 0.71 1.00 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a 5-1/2 (140)0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a 6 (152)0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 7 (178)0.87 0.79 0.64 0.61 0.75 0.55 1.00 0.74 0.67 8 (203)0.93 0.83 0.66 0.63 0.92 0.67 0.79 0.71 10 (254)1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 12 (305)1.00 0.74 0.69 1.00 0.97 0.87 14 (356)0.78 0.72 1.00 0.94 16 (406)0.82 0.75 1.00 18 (457)0.85 0.79 20 (508)0.89 0.82 22 (559)0.93 0.85 > 24 (610)0.97 0.88 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and igure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 292 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 25 - Load adjustment factors for 3/4-in. diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete1,2 3/4-in. KB-TZ CS uncracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 (mm)(79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal embed. hnom in.4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 (mm)(110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)4 (102)n/a 0.64 n/a 0.54 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4-1/4 (108)n/a 0.65 0.46 0.56 n/a 0.56 0.29 0.22 0.46 0.43 n/a n/a 4-1/2 (114)n/a 0.66 0.48 0.57 n/a 0.56 0.32 0.24 0.48 0.47 n/a n/a 5 (127)0.72 0.68 0.51 0.61 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 5-1/2 (140)0.74 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a 6 (152)0.77 0.71 0.60 0.69 0.60 0.58 0.49 0.36 0.60 0.69 0.65 n/a 7 (178)0.81 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 n/a 8 (203)0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 9 (229)0.90 0.82 0.90 1.00 0.66 0.63 0.91 0.67 0.91 1.00 0.79 0.71 9-1/2 (241)0.92 0.83 0.95 0.66 0.63 0.98 0.72 0.98 0.81 0.73 10 (254)0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 0.75 12 (305)1.00 0.92 0.71 0.67 1.00 0.91 0.82 14 (356)0.99 0.74 0.70 0.99 0.89 16 (406)1.00 0.78 0.73 1.00 0.95 18 (457)0.81 0.75 1.00 20 (508)0.85 0.78 22 (559)0.88 0.81 > 24 (610)0.92 0.84 Table 26 - Load adjustment factors for 3/4-in. diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1,2 3/4-in. KB-TZ SS cracked concrete Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness fac- tor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Effective embed. hef in.3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 (mm)(95) (121) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) Nominal embed. hnom in.4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 (mm)(110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142)Spacing (s) / edge distance (ca) / concretethickness (h) - in. (mm)4 (102)n/a 0.64 n/a 0.68 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4-1/4 (108)n/a 0.65 0.81 0.70 n/a 0.56 0.21 0.22 0.42 0.44 n/a n/a 4-1/2 (114)n/a 0.66 0.85 0.73 n/a 0.56 0.23 0.24 0.46 0.48 n/a n/a 5 (127)0.72 0.68 0.91 0.77 0.57 0.57 0.27 0.28 0.54 0.56 n/a n/a 5-1/2 (140)0.74 0.69 0.98 0.83 0.58 0.58 0.31 0.32 0.62 0.64 n/a n/a 6 (152)0.77 0.71 1.00 0.88 0.58 0.59 0.35 0.37 0.71 0.73 0.58 n/a 7 (178)0.81 0.75 1.00 0.99 0.60 0.60 0.44 0.46 0.89 0.92 0.62 n/a 8 (203)0.86 0.78 1.00 1.00 0.61 0.61 0.54 0.56 1.00 1.00 0.67 0.67 9 (229)0.90 0.82 1.00 0.62 0.63 0.65 0.67 1.00 0.71 0.72 9-1/2 (241)0.92 0.83 1.00 0.63 0.64 0.70 0.73 1.00 0.73 0.74 10 (254)0.94 0.85 0.64 0.64 0.76 0.79 0.74 0.75 12 (305)1.00 0.92 0.67 0.67 1.00 1.00 0.82 0.83 14 (356)0.99 0.69 0.70 0.88 0.89 16 (406)1.00 0.72 0.73 0.94 0.95 18 (457)0.75 0.76 1.00 1.00 20 (508)0.78 0.78 22 (559)0.81 0.81 > 24 (610)0.83 0.84 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this speciic edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and igure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 293 Figure 4 - Installation of Hilti KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - W Deck Figure 5 - Installation of Hilti KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - B Deck Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 294 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 27 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck1,2,3,4,5,6 Nominal anchor diameter in. Effective embed. depth in. (mm) Nominal embed. depth in. (mm) Loads according to Figure 4 Loads according to Figure 5 Tension - фNn Shear - фVn Tension - фNn Shear - фVn ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) 3/8 1-1/2 1-13/16 750 865 1,135 1,135 705 815 1,200 1,200 (38) (46) (3.3) (3.8) (5.0) (5.0) (3.1) (3.6) (5.3) (5.3) 2 2-5/16 1,305 1,505 1,385 1,385 1,200 1,385 1,850 1,850 (51) (59) (5.8) (6.7) (6.2) (6.2) (5.3) (6.2) (8.2) (8.2) 2-3/4 2-5/16 1,995 2,305 1,765 1,765 n/a n/a n/a n/a(70) (59) (8.9) (10.3) (7.9) (7.9) 1/2 2 2-3/8 1,305 1,505 1,690 1,690 1,210 1,395 1,680 1,680 (51) (60) (5.8) (6.7) (7.5) (7.5) (5.4) (6.2) (7.5) (7.5) 3-1/4 3-5/8 2,400 2,770 2,640 2,640 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (11.7) (11.7) (9.8) (11.3) (11.4) (11.4) 5/8 3-1/8 3-9/16 1,835 2,120 2,990 2,990 2,640 3,050 3,060 3,060 (79) (90) (8.2) (9.4) (13.3) (13.3) (11.7) (13.6) (13.6) (13.6) 4 4-7/16 3,385 3,910 3,650 3,650 n/a n/a n/a n/a(102) (113) (15.1) (17.4) (16.2) (16.2) 3/4 3-1/4 3-13/16 2,750 3,175 3,145 3,145 n/a n/a n/a n/a(83) (97) (12.2) (14.1) (14.0) (14.0) 3-3/4 4-5/16 2,765 3,195 4,025 4,025 n/a n/a n/a n/a(95) (110) (12.3) (14.2) (17.9) (17.9) Table 28 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck1,2,3,4,5,6,7 Nominal anchor diameter in. Effective embed. depth in. (mm) Nominal embed. depth in. (mm) Loads according to Figure 4 Loads according to Figure 5 Tension - фNn Shear - фVn Tension - фNn Shear - фVn ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) ƒ'c = 3,000 psi (20.7 MPa) lb (kN) ƒ'c = 4,000 psi (27.6 MPa) lb (kN) 3/8 1-1/2 1-13/16 630 725 1,135 1,135 595 685 1,200 1,200 (38) (46) (2.8) (3.2) (5.0) (5.0) (2.6) (3.0) (5.3) (5.3) 2 2-5/16 925 1,070 1,385 1,385 1,080 1,245 1,850 1,850 (51) (59) (4.1) (4.8) (6.2) (6.2) (4.8) (5.5) (8.2) (8.2) 2-3/4 2-5/16 1,535 1,770 1,495 1,495 n/a n/a n/a n/a(70) (59) (6.8) (7.9) (6.7) (6.7) 1/2 2 2-3/8 925 1,070 1,690 1,690 860 995 1,680 1,680 (51) (60) (4.1) (4.8) (7.5) (7.5) (3.8) (4.4) (7.5) (7.5) 3-1/4 3-5/8 1,705 1,970 2,640 2,640 1,955 2,255 2,565 2,565 (83) (92) (7.6) (8.8) (11.7) (11.7) (8.7) (10.0) (11.4) (11.4) 5/8 3-1/8 3-9/16 1,300 1,500 2,990 2,990 1,875 2,165 3,060 3,060 (79) (90) (5.8) (6.7) (13.3) (13.3) (8.3) (9.6) (13.6) (13.6) 4 4-7/16 2,520 2,910 3,650 3,650 n/a n/a n/a n/a(102) (113) (11.2) (12.9) (16.2) (16.2) 3/4 3-1/4 3-13/16 1,950 2,250 3,145 3,145 n/a n/a n/a n/a(83) (97) (8.7) (10.0) (14.0) (14.0) 3-3/4 4-5/16 2,060 2,380 4,025 4,025 n/a n/a n/a n/a(95) (110) (9.2) (10.6) (17.9) (17.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per lute. Minimum spacing along the length of the lute is 3 x hef (effective embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 28 and 29 control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by αN,seis = 0.75. See section 3.1.8.7 for additional information on seismic applications. 8 For the following anchor sizes, an additional factor must be applied to the cracked concrete tabular values for seismic shear conditions: 3/8-in diameter with 1-1/2" effective embedment - αv,seis = 0.77, 3/8-inch diameter with 2" and 2-3/4" effective embedment - αv,seis = 0.63 5/8-inch diameter - αv,seis = 0.94 3/4-inch diameter with 3-1/4" effective embedment - αv,seis = 0.80, 3/4-inch diameter - αv,seis = 0.86 Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.5 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 295 Table 29 - Hilti KWIK Bolt TZ carbon steel design strength in the top of uncracked concrete over metal deck1,2,3,4,5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - фNn Shear - фVn ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) 3/8 1-1/2 1-13/16 1,300 1,500 1,690 1,950 (38) (46) (5.8) (6.7) (7.5) (8.7) 2 2-5/16 1,790 2,070 2,605 3,005 (51) (59) (8.0) (9.2) (11.6) (13.4) 1/2 2 2-3/8 2,415 2,790 2,605 3,005 (51) (60) (10.7) (12.4) (11.6) (13.4) Figure 6 - Installation of the Hilti KWIK Bolt TZ on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 30 - Hilti KWIK Bolt TZ carbon steel design strength in the top of cracked concrete over metal deck1,2,3,4,5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - фNn Shear - фVn ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) ƒ'c = 3,000 psi lb (kN) ƒ'c = 4,000 psi lb (kN) 3/8 1-1/2 1-13/16 940 1,085 1,195 1,385 (38) (46) (4.2) (4.8) (5.3) (6.2) 2 2-5/16 1,615 1,865 1,845 2,130 (51) (59) (7.2) (8.3) (8.2) (9.5) 1/2 2 2-3/8 1,710 1,975 1,845 2,130 (51) (60) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 31 and 32 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by λa as follows: for sand-lightweight, λa = 0.68; for all-lightweight, λa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by αN,seis = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 296 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 31 - Load adjustment factors for carbon steel Hilti KWIK Bolt TZ in the top of uncracked concrete over metal deck1,2 3/8-in. and 1/2-in. KB-TZ CS uncracked concrete over metal deck Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Anchor diameter da in. 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 (mm)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7) Effective embed. hef in.1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 (mm)(38)(51) (51)(38)(51) (51)(38)(51) (51)(38)(51) (51)(38)(51) (51)(38)(51) (51) Nominal embed. hnom in.1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 (mm)(46)(59) (60)(46)(59) (60)(46)(59) (60)(46)(59) (60)(46)(59) (60)(46)(59) (60)Spacing (s)/edge distance (ca)/concretethickness (h) - in. (mm)2-1/4 (57) n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.500 n/a n/a 3 (76)n/a n/a n/a n/a 0.33 n/a n/a n/a n/a n/a 0.33 n/a n/a 0.33 n/a 0.58 n/a n/a 3-1/4 (83)n/a n/a n/a n/a 0.36 n/a n/a n/a n/a n/a 0.36 n/a n/a 0.36 n/a 0.60 0.73 0.76 3-1/2 (89)n/a n/a n/a n/a 0.39 n/a n/a n/a n/a n/a 0.39 n/a n/a 0.39 n/a 0.62 0.76 0.78 4 (102)n/a 0.83 n/a n/a 0.44 n/a n/a 0.67 n/a n/a 0.44 n/a n/a 0.44 n/a 0.67 0.81 0.84 4-1/2 (114)n/a 0.88 n/a n/a 0.50 0.50 n/a 0.67 n/a n/a 0.50 0.50 n/a 0.50 0.50 5 (127)n/a 0.92 n/a n/a 0.56 0.56 n/a 0.71 n/a n/a 0.56 0.56 n/a 0.56 0.56 5-1/2 (140)n/a 0.96 n/a n/a 0.61 0.61 n/a 0.73 n/a n/a 0.61 0.61 n/a 0.61 0.61 6 (152)n/a 1.00 n/a n/a 0.67 0.67 n/a 0.75 n/a n/a 0.67 0.67 n/a 0.67 0.67 6-1/2 (165)n/a 1.00 n/a 0.72 0.72 n/a 0.77 0.79 n/a 0.72 0.72 n/a 0.72 0.72 7 (178)n/a n/a 0.78 0.78 n/a 0.79 0.81 n/a 0.78 0.78 n/a 0.78 0.78 8 (203)1.00 n/a 0.89 0.89 0.72 0.83 0.85 n/a 0.89 0.89 n/a 0.89 0.89 9 (229)n/a 1.00 1.00 0.75 0.87 0.89 n/a 1.00 1.00 n/a 1.00 1.00 10 (254)n/a 0.78 0.91 0.94 n/a n/a 11 (279)n/a 0.81 0.96 0.98 n/a n/a 12 (305) n/a 0.83 1.00 1.00 n/a n/a 13 (330) n/a 0.86 n/a n/a 16 (406) 1.00 0.94 1.00 1.00 Table 32 - Load adjustment factors for carbon steel Hilti KWIK Bolt TZ in the top of cracked concrete over metal deck1,2 3/8-in. and 1/2-in. KB-TZ CS cracked concrete over metal deck Spacing factor in tension ƒAN Edge distance factor in tension ƒRN Spacing factor in shear3 ƒAV Edge distance in shear Conc. thickness factor in shear4 ƒHV ⊥ toward edge ƒRV II to and away from edge ƒRV Anchor diameter da in. 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 3/8 3/8 1/2 (mm)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7)(9.5)(9.5) (12.7) Effective embed. hef in.1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 1-1/2 2 2 (mm)(38)(51) (51)(38)(51) (51)(38)(51) (51)(38)(51) (51)(38)(51) (51)(38)(51) (51) Nominal embed. hnom in.1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 (mm)(46)(59) (60)(46)(59) (60)(46)(59) (60)(46)(59) (60)(46)(59) (60)(46)(59) (60)Spacing (s)/edge distance (ca)/concretethickness (h) - in. (mm)2-1/4 (57) n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.693 n/a n/a 3 (76)n/a n/a n/a n/a 1.00 n/a n/a n/a n/a n/a 0.65 n/a n/a 1.00 n/a 0.80 n/a n/a 3-1/4 (83)n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.73 n/a n/a n/a 0.83 0.74 0.76 3-1/2 (89)n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.82 n/a n/a n/a 0.86 0.76 0.79 4 (102)n/a 0.83 n/a n/a n/a n/a 0.67 n/a n/a 1.00 n/a n/a n/a 0.92 0.82 0.84 4-1/2 (114)n/a 0.88 n/a n/a 1.00 n/a 0.69 n/a n/a 1.00 n/a 1.00 5 (127)n/a 0.92 n/a n/a n/a 0.71 n/a n/a n/a 5-1/2 (140)n/a 0.96 n/a n/a n/a 0.73 n/a n/a n/a 6 (152)n/a 1.00 n/a n/a n/a 0.75 n/a n/a n/a 6-1/2 (165)n/a 1.00 n/a n/a 0.77 0.79 n/a n/a 7 (178)n/a n/a n/a 0.79 0.81 n/a n/a 8 (203)n/a n/a 0.93 0.83 0.85 n/a n/a 9 (229)1.00 n/a 0.98 0.87 0.90 n/a n/a 10 (254)n/a 1.00 0.92 0.94 n/a n/a 11 (279)n/a 0.96 0.98 n/a n/a 12 (305) n/a 1.00 1.00 n/a n/a 13 (330) n/a n/a n/a 16 (406) 1.00 1.00 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, ƒAV, assumes an inluence of a nearby edge. If no edge exists, then ƒAV = ƒAN. 4 Concrete thickness reduction factor in shear, ƒHV, assumes an inluence of a nearby edge. If no edge exists, then ƒHV = 1.0. - For concrete thickness greater than or equal to 4-inches, the anchor can be designed using either table 2 or table 3 of this section. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 3.3.5 c Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 297 Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services ESL-1067. These tables are followed by factored resistance tables. The factored resistance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.com. 3.3.5.3.2 Canadian Limit State design Table 34 - Steel resistance for Hilti KWIK Bolt TZ stainless steel anchors1,2 c Nominal anchor diameter in. Tensile Nsar 3 lb (kN) Shear Vsar 4 lb (kN) Seismic Shear Vsar,eq 5 lb (kN) 3/8 4,060 3,010 1,800 (18.1) (13.4) (8.0) 1/2 7,890 4,385 4,385 (35.1) (19.5) (19.5) 5/8 12,680 6,290 5,960 (56.4) (28.0) (26.5) 3/4 16,355 10,015 8,215 (72.8) (44.5) (36.5) 1 See section 3.1.8.6 to convert factored resistance value to ASD value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile Nsar = Ase,N фs futa R as noted in CSA A23.3-14, Annex D. 4 Shear determined by static shear tests with Vsar < Ase,V фs 0.6 futa R as noted in CSA A23.3-14, Annex D. 5 Seismic shear values determined by seismic shear tests with Vsar,eq < Ase,V фs 0.6 futa R as noted in CSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. Table 33 - Steel resistance for Hilti KWIK Bolt TZ carbon steel anchors1,2 c Nominal anchor diameter in. Effective anchor embedment in. (mm) Tensile Nsar 3 lb (kN) Shear Vsar 4 lb (kN) Seismic shear Vsar,eq 5 lb (kN) 3/8 1-1/2 4,410 1,390 1,390 (38) (19.6) (6.2) (6.2) 2 2-3/4 4,410 2,290 1,440 (51) (70) (19.6) (10.2) (6.4) 1/2 2 3-1/4 7,280 3,505 3,505 (51) (83) (32.4) (15.6) (15.6) 5/8 3-1/8 4 11,675 5,155 4,845 (79) (102) (51.9) (22.9) (21.6) 3/4 3-1/4 3-3/4 4-3/4 17,080 8,720 7,485 (83) (95) (121) (76.0) (38.8) (33.3) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ carbon steel anchors are to be considered ductile steel elements. 3 Tensile Nsar = Ase,N фs futa R as noted in CSA A23.3-14, Annex D. 4 Shear determined by static shear tests with Vsar < Ase,V фs 0.6 futa R as noted in CSA A23.3-14, Annex D. 5 Seismic shear values determined by seismic shear tests with Vsar,eq < Ase,V фs 0.6 futa R as noted in CSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 298 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 35 - Hilti KWIK Bolt TZ carbon steel design information in accordance with CSA A23.3-141 c Design parameter Symbol Units Nominal anchor diameter Ref 3/8 1/2 5/8 3/4 A23.3-14 Nominal anchor diameter da in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective minimum embedment2 hef in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) Min. member thickness3 hmin in. 3-1/4 4 5 5 4 6 6 8 5 6 8 5-1/2 6 8 8 (mm) (83) (102) (127) (127) (102) (152) (152) (203) (127) (152) (203) (140) (152) (203) (203) Critical edge distance cac in. 6 4-3/8 4 4-1/8 5-1/2 4-1/2 7-1/2 6 6-1/2 8-3/4 6-3/4 12 10 8 9 (mm) (152) (111) (102) (105) (140) (114) (191) (152) (165) (222) (171) (305) (254) (203) (229) Min. edge distance cmin in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105) for s >in. 8 5 5 5-3/4 5-3/4 6-1/8 5-7/8 5 10-1/2 8-7/8 (mm) (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) Min. anchor spacing smin in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-1/2 3 5 5 4 (mm) (203) (64) (64) (70) (60) (89) (76) (127) (127) (102) for c >in. 8 3-5/8 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4 (mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197) Min. hole depth in concrete ho in. 2 2-5/8 3-3/8 2-5/8 4 3-7/8 4-3/4 4 4-5/8 5-3/4 (mm) (51) (67) (86) (67) (102) (98) (121) (102) (117) (146) Min. speciied yield strength fya psi 100,000 84,800 84,800 84,800 (N/mm2) (690) (585) (585) (585) Min. speciied ult. strength futa psi 125,000 106,000 106,000 106,000 (N/mm2) (862) (731) (731) (731) Effective tensile stress area Ase,N in2 0.052 0.101 0.162 0.237 (mm2) (33.6) (65.0) (104.6) (152.8) Steel embed. material resistance factor for reinforcement фs -0.85 8.4.3 Resistance modiication factor for tension, steel failure modes4 R -0.80 D.5.3 Resistance modiication factor for shear, steel failure modes4 R -0.75 D.5.3 Factored steel resistance in tension Nsar lb 4,410 7,280 11,675 17,080 D.6.1.2 (kN) (19.7) (32.4) (51.9) (76.0) Factored steel resistance in shear Vsar lb 1,390 2,290 3,505 5,155 8,720 D.7.1.2 (kN) (6.2) (10.2) (15.6) (22.9) (38.8) Factored steel resistance in shear, seismic Vsar,eq lb 1,390 1,440 3,505 4,845 7,485 (kN) (6.2) (6.4) (15.6) (21.6) (33.3) Coeff. for factored concrete breakout resistance, uncracked concrete kc,uncr -10 D.6.2.2 Coeff. for factored concrete breakout resistance, cracked concrete kc,cr -7 D.6.2.2 Modification factor for anchor resistance, tension, uncracked concrete5 ψc,N -1.0 D.6.2.6 Anchor category - - 2 1 D.5.3 (c ) Concrete material resistance factor фc -0.65 8.4.2 Resistance modiication factor for tension and shear, concrete failure modes, Condition B6 R - 0.85 1.00 D.5.3 (c ) Factored pullout resistance in 20 MPa uncracked concrete7 Npr,uncr lb 1,285 1,765 2,880 N/A 3,855 N/A 6,405 N/A 5,795 7,480 D.6.3.2(kN) (5.7) (7.8) (12.8) (17.2) (28.5) (25.8) (33.3) Factored pullout resistance in 20 MPa cracked concrete7 Npr,cr lb N/A 1,590 2,220 N/A 3,450 N/A N/A N/A N/A N/A D.6.3.2(kN) (7.1) (9.9) (15.3) 1 Design information in this table is taken from ICC-ES ESL-1067, dated September 2016, table 3, and converted for use with CSA A23.3-14 Annex D.2 See igure 1 of this section.3 For concrete over metal deck applications where the concrete thickness over the top lute is less than hmin in this table, see igure 6 and tables 43 and 44 of this section.4 The carbon steel KWIK Bolt TZ is considered a ductile steel element as deined by CSA A23.3-14 Annex D section D.2.5 For all design cases, ψc,N = 1.0. The appropriate coeficient for breakout resistance for cracked concrete (kc,cr) or uncracked concrete (kc,uncr) must be used. 6 For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be veriied, the resistance modiication factors associated with Condition A may be used.7 For all design cases, ψc,P = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESL-1067 for additional information. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 3.3.5 c Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 299 Table 36 - Hilti KWIK Bolt TZ carbon steel factored resistance with concrete/pullout failure c in uncracked concrete1,2,3,4. Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) 3/8 1-1/2 1-13/16 1,285 1,435 1,575 1,815 1,300 1,455 1,595 1,840 (38) (46) (5.8) (6.5) (7.0) (8.1) (5.8) (6.5) (7.1) (8.2) 2 2-5/16 1,765 1,970 2,160 2,495 2,380 2,660 2,915 3,365 (51) (59) (7.8) (8.8) (9.6) (11.1) (10.6) (11.8) (13.0) (15.0) 2-3/4 3-1/16 2,880 3,220 3,530 4,075 7,655 8,560 9,375 10,825 (70) (78) (12.8) (14.3) (15.7) (18.1) (34.0) (38.1) (41.7) (48.2) 1/2 2 2-3/8 2,380 2,660 2,915 3,365 2,380 2,660 2,915 3,365 (51) (60) (10.6) (11.8) (13.0) (15.0) (10.6) (11.8) (13.0) (15.0) 3-1/4 3-5/8 3,855 4,310 4,725 5,455 9,885 11,050 12,105 13,975 (83) (92) (17.2) (19.2) (21.0) (24.3) (44.0) (49.2) (53.8) (62.2) 5/8 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 4 4-7/16 6,405 7,165 7,845 9,060 13,465 15,055 16,490 19,040 (102) (113) (28.5) (31.9) (34.9) (40.3) (59.9) (67.0) (73.4) (84.7) 3/4 3-1/4 3-13/16 4,940 5,525 6,050 6,990 9,885 11,050 12,105 13,975 (83) (97) (22.0) (24.6) (26.9) (31.1) (44.0) (49.2) (53.8) (62.2) 3-3/4 4-5/16 5,795 6,475 7,095 8,195 12,100 13,530 14,820 17,115 (95) (110) (25.8) (28.8) (31.6) (36.4) (53.8) (60.2) (65.9) (76.1) 4-3/4 5-9/16 7,480 8,360 9,160 10,575 17,395 19,450 21,305 24,600 (121) (141) (33.3) (37.2) (40.7) (47.0) (77.4) (86.5) (94.8) (109.4) Table 37 - Hilti KWIK Bolt TZ carbon steel factored resistance with concrete/pullout failure c in cracked concrete1,2,3,4.5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) 3/8 1-1/2 1-13/16 910 1,020 1,115 1,290 910 1,020 1,115 1,290 (38) (46) (4.1) (4.5) (5.0) (5.7) (4.1) (4.5) (5.0) (5.7) 2 2-5/16 1,590 1,780 1,945 2,250 1,665 1,865 2,040 2,355 (51) (59) (7.1) (7.9) (8.7) (10.0) (7.4) (8.3) (9.1) (10.5) 2-3/4 3-1/16 2,220 2,480 2,720 3,140 5,360 5,990 6,560 7,580 (70) (78) (9.9) (11.0) (12.1) (14.0) (23.8) (26.6) (29.2) (33.7) 1/2 2 2-3/8 1,665 1,865 2,040 2,355 1,665 1,865 2,040 2,355 (51) (60) (7.4) (8.3) (9.1) (10.5) (7.4) (8.3) (9.1) (10.5) 3-1/4 3-5/8 3,450 3,855 4,225 4,875 6,920 7,735 8,475 9,785 (83) (92) (15.3) (17.1) (18.8) (21.7) (30.8) (34.4) (37.7) (43.5) 5/8 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 4 4-7/16 4,710 5,270 5,770 6,665 9,425 10,535 11,545 13,330 (102) (113) (21.0) (23.4) (25.7) (29.6) (41.9) (46.9) (51.3) (59.3) 3/4 3-1/4 3-13/16 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (83) (97) (15.4) (17.2) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 3-3/4 4-5/16 4,235 4,735 5,190 5,990 8,470 9,470 10,375 11,980 (95) (110) (18.8) (21.1) (23.1) (26.6) (37.7) (42.1) (46.2) (53.3) 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 (121) (141) (27.1) (30.3) (33.2) (38.3) (54.2) (60.6) (66.3) (76.6) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 6 to 13 as necessary. Compare to the steel values in table 33. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by λa as follows: for sand-lightweight, λa = 0.68; for all-lightweight, λa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular val-ues in tension only by αN,seis = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 300 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 38 - Hilti KWIK Bolt TZ stainless steel design information in accordance with CSA A23.3-141 c Design parameter Symbol Units Nominal anchor diameter Ref 3/8 1/2 5/8 3/4 A23.3-14 Nominal anchor diameter da in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective minimum embedment2 hef in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 (mm) (51) (51) (83) (79) (102) (95) (121) Min. concrete thickness hmin in. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Critical edge distance cac in. 4-3/8 3-7/8 5-1/2 4-1/2 7-1/2 6 6-1/2 8-3/4 6-3/4 10 8 9 (mm) (111) (98) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229) Min. edge distance cmin in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 (mm) (64) (73) (54) (83) (60) (108) (102) for s >in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) (140) (140) (254) (216) Min. anchor spacing smin in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 (mm) (57) (73) (51) (70) (60) (127) (102) for c >in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (mm) (89) (114) (83) (105) (108) (241) (178) Min. hole depth in concrete ho in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-1/2 5-3/4 (mm) (67) (67) (102) (98) (121) (117) (146) Min. speciied yield strength fya psi 92,000 92,000 92,000 76,125 (N/mm2)(634) (634) (634) (525) Min. speciied ult. strength futa psi 115,000 115,000 115,000 101,500 (N/mm2)(793) (793) (793) (700) Effective tensile stress area Ase,N in2 0.052 0.101 0.162 0.237 (mm2) (33.6) (65.0) (104.6) (152.8) Steel embed. material resistance factor for reinforcement фs -0.85 8.4.3 Resistance modiication factor for tension, steel failure modes3 R -0.80 D.5.3 Resistance modiication factor for shear, steel failure modes3 R -0.75 D.5.3 Factored steel resistance in tension Nsar lb 4,060 7,890 12,680 16,355 D.6.1.2 (kN) (18.1) (35.1) (56.4) (72.8) Factored steel resistance in shear Vsar lb 3,010 4,385 6,290 10,015 D.7.1.2 (kN) (13.4) (19.5) (28.0) (44.5) Factored steel resistance in shear, seismic Vsar,eq lb 1,800 4,385 5,960 8,215 (kN) (8.0) (19.5) (26.5) (36.5) Coeff. for factored concrete breakout resistance, uncracked concrete kc,uncr -10 D.6.2.2 Coeff. for factored concrete breakout resistance, cracked concrete kc,cr - 7 10 7 7 10 7 D.6.2.2 Modification factor for anchor resistance, tension, uncracked concrete4 ψc,N -1.0 D.6.2.6 Anchor category - - 1 2 1 1 1 1 D.5.3 (c ) Concrete material resistance factor фc -0.65 8.4.2 Resistance modiication factor for tension and shear, concrete failure modes, Condition B5 R - 1.00 0.85 1.00 1.00 1.00 1.00 D.5.3 (c ) Factored pullout resistance in 20 MPa uncracked concrete6 Npr,uncr lb 1,840 N/A 4,030 N/A N/A 8,440 D.6.3.2(kN) (8.2) (17.9)(37.5) Factored pullout resistance in 20 MPa cracked concrete6 Npr,cr lb 1,635 1,885 NA NA 4,095 5,685 NA D.6.3.2(kN) (7.3) (8.4) (18.2) (25.3) Factored seismic pullout resistance in 20 MPa cracked concrete6 Npr,eq lb 1,635 1,635 NA NA 4,095 5,685 NA D.6.3.2(kN) (7.3) (7.3) (18.2) (25.3) 1 Design information in this table is taken from ICC ES ESL-1067, dated September 2016, table 4, and converted for use with CSA A23.3-14 Annex D. 2 See igure 1 of this section. 3 The stainless steel KWIK Bolt TZ is considered a ductile steel element as deined by CSA A23.3-14 Annex D section D.2. 4 For all design cases, ψc,N = 1.0. The appropriate coeficient for breakout resistance for cracked concrete (kc,cr) or uncracked concrete (kc,uncr) must be used. 5 For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be veriied, the resistance modiication factors associated with Condition A may be used. 6 For all design cases, ψc,P = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ES-1067 for additional information. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 3.3.5 c Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 301 Table 39 - Hilti KWIK Bolt TZ stainless steel factored resistance with concrete/pullout failure c in uncracked concrete1,2,3,4,5 Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) 3/8 2 2-5/16 1,840 2,060 2,255 2,605 2,380 2,660 2,915 3,365 (51) (59) (8.2) (9.2) (10.0) (11.6) (10.6) (11.8) (13.0) (15.0) 1/2 2 2 3/8 2,025 2,260 2,480 2,860 2,025 2,260 2,480 2,860 (51) (60) (9.0) (10.1) (11.0) (12.7) (9.0) (10.1) (11.0) (12.7) 3-1/4 3 5/8 4,030 4,505 4,935 5,700 9,885 11,050 12,105 13,975 (83) (92) (17.9) (20.0) (22.0) (25.4) (44.0) (49.2) (53.8) (62.2) 5/8 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 4 4-7/16 6,730 7,525 8,245 9,520 13,465 15,055 16,490 19,040 (102) (113) (29.9) (33.5) (36.7) (42.3) (59.9) (67.0) (73.4) (84.7) 3/4 3-3/4 4-5/16 6,050 6,765 7,410 8,555 12,100 13,530 14,820 17,115 (95) (110) (26.9) (30.1) (33.0) (38.1) (53.8) (60.2) (65.9) (76.1) 4-3/4 5-9/16 8,440 9,435 10,335 11,935 17,395 19,450 21,305 24,600 (121) (141) (37.5) (42.0) (46.0) (53.1) (77.4) (86.5) (94.8) (109.4) Table 40 - Hilti KWIK Bolt TZ stainless steel factored resistance with concrete/pullout failure in cracked concrete1,2,3,4,5 c Nominal anchor diameter in. Effective embed. in. (mm) Nominal embed. in. (mm) Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 25 MPa (3,625 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 40 MPa (5,800 psi) lb (kN) 3/8 2 2-5/16 1,635 1,830 2,005 2,315 1,665 1,865 2,040 2,355 (51) (59) (7.3) (8.1) (8.9) (10.3) (7.4) (8.3) (9.1) (10.5) 1/2 2 2 3/8 1,885 2,110 2,310 2,670 2,025 2,260 2,480 2,860 (51) (60) (8.4) (9.4) (10.3) (11.9) (9.0) (10.1) (11.0) (12.7) 3-1/4 3 5/8 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (83) (92) (15.4) (17.2) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 5/8 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 4 4-7/16 4,095 4,575 5,015 5,790 9,425 10,535 11,545 13,330 (102) (113) (18.2) (20.4) (22.3) (25.7) (41.9) (46.9) (51.3) (59.3) 3/4 3-3/4 4-5/16 5,685 6,355 6,960 8,035 12,100 13,530 14,820 17,115 (95) (110) (25.3) (28.3) (31.0) (35.8) (53.8) (60.2) (65.9) (76.1) 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 (121) (141) (27.1) (30.3) (33.2) (38.3) (54.2) (60.6) (66.3) (76.6) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 34. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by λa as follows: for sand-lightweight, λa = 0.68; for all-lightweight, λa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension only by αN,seis = 0.75. For the 1/2-inch diameter by 2-inch effective embedment anchor, αN,seis = 0.65. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 302 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 41 - Hilti KWIK Bolt TZ carbon steel factored resistance in the soffit of uncracked lightweight concrete c over metal deck1,2,3,4,5,6,7 Nominal anchor diameter in. Effective embedment in. (mm) Nominal embedment in. (mm) Loads according to Figure 4 Loads according to Figure 5 Tension - Nr Shear - Vr Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) 3/8 1-1/2 1-13/16 740 910 1,115 700 855 1,175 (38) (46) (3.3) (4.0) (5.0) (3.1) (3.8) (5.2) 2 2-5/16 1,285 1,575 1,360 1,180 1,445 1,815 (51) (59) (5.7) (7.0) (6.0) (5.2) (6.4) (8.1) 2-3/4 3-1/16 1,965 2,405 1,730 n/a n/a n/a(70) (78) (8.7) (10.7) (7.7) 1/2 2 2-3/8 1,285 1,575 1,655 1,190 1,460 1,650 (51) (60) (5.7) (7.0) (7.4) (5.3) (6.5) (7.3) 3-1/4 3-5/8 2,360 2,890 2,590 2,155 2,640 2,515 (83) (92) (10.5) (12.9) (11.5) (9.6) (11.7) (11.2) 5/8 3-1/8 3-9/16 1,805 2,210 2,935 2,600 3,180 3,000 (79) (90) (8.0) (9.8) (13.1) (11.6) (14.1) (13.3) 4 4-7/16 3,330 4,080 3,580 n/a n/a n/a(102) (113) (14.8) (18.1) (15.9) 3/4 3-1/4 3-13/16 2,705 3,315 3,085 n/a n/a n/a(83) (97) (12.0) (14.7) (13.7) 3-3/4 4-5/16 2,720 3,330 3,945 n/a n/a n/a(95) (110) (12.1) (14.8) (17.5) Table 42 - Hilti KWIK Bolt TZ carbon steel factored resistance in the soffit of cracked lightweight concrete c over metal deck1,2,3,4,5,6,7 Nominal anchor diameter in. Effective embedment in. (mm) Nominal embedment in. (mm) Loads according to Figure 4 Loads according to Figure 5 Tension - Nr Shear - Vr Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) 3/8 1-1/2 1-13/16 625 765 1,115 585 720 1,175 (38) (46) (2.8) (3.4) (5.0) (2.6) (3.2) (5.2) 2 2-5/16 935 1,145 1,360 8 1,060 1,300 1,815 8 (51) (59) (4.2) (5.1) (6.0) (4.7) (5.8) (8.1) 2-3/4 3-1/16 1,585 1,940 1,730 n/a n/a n/a(70) (78) (7.1) (8.6) (7.7) 1/2 2 2-3/8 935 1,145 1,910 845 1,035 1,650 (51) (60) (4.2) (5.1) (8.5) (3.8) (4.6) (7.3) 3-1/4 3-5/8 1,675 2,050 3,150 1,920 2,350 2,515 (83) (92) (7.5) (9.1) (14.0) (8.5) (10.5) (11.2) 5/8 3-1/8 3-9/16 1,280 1,565 2,935 8 1,845 2,260 3,000 8 (79) (90) (5.7) (7.0) (13.1) (8.2) (10.1) (13.3) 4 4-7/16 2,970 3,635 3,850 8 n/a n/a n/a(102) (113) (13.2) (16.2) (17.1) 3/4 3-1/4 3-13/16 1,920 2,350 3,085 8 n/a n/a n/a(83) (97) (8.5) (10.5) (13.7) 3-3/4 4-5/16 2,025 2,480 3,945 8 n/a n/a n/a(95) (110) (9.0) (11.0) (17.5) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per lute. Minimum spacing along the length of the lute is 3 x hef (effective embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 27 and 28 control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by αN,seis = 0.75. See section 3.1.8.7 for additional information on seismic applications. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic shear conditions: 3/8-in diameter with 1-1/2" effective embedment - αv,seis = 0.77, 3/8-inch diameter with 2" and 2 3/4" effective embedment - αv,seis = 0.63 5/8-inch diameter - αv,seis = 0.94 3/4-inch diameter with 3-1/4" effective embedment - αv,seis = 0.80, 3/4-inch diameter with 3-3/4" effective embedment - αv,seis = 0.86 Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 3.3.5 c Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 303 Table 43 - Hilti KWIK Bolt TZ carbon steel factored resistance in the top of uncracked c concrete over metal deck1,2,3,4,5 Nominal anchor diameter in. Effective embedment in. (mm) Nominal embedment in. (mm) Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) 3/8 1-1/2 1-13/16 1,285 1,575 1,300 1,595 (38) (46) (5.7) (7.0) (5.8) (7.1) 2 2-5/16 1,765 2,160 2,380 2,915 (51) (59) (7.9) (9.6) (10.6) (13.0) 1/2 2 2-3/8 2,380 2,915 2,380 2,915 (51) (60) (10.6) (13.0) (10.6) (13.0) Table 44 - Hilti KWIK Bolt TZ carbon steel factored resistance in the top of cracked c concrete over metal deck1,2,3,4,5 Nominal anchor diameter in. Effective embedment in. (mm) Nominal embedment in. (mm) Tension - Nr Shear - Vr ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) ƒ'c = 20 MPa (2,900 psi) lb (kN) ƒ'c = 30 MPa (4,350 psi) lb (kN) 3/8 1-1/2 1-13/16 910 1,115 910 1,115 (38) (46) (4.0) (5.0) (4.0) (5.0) 2 2-5/16 1,590 1,945 1,665 2,040 (51) (59) (7.1) (8.7) (7.4) (9.1) 1/2 2 2-3/8 1,665 2,040 1,665 2,040 (51) (60) (7.4) (9.1) (7.4) (9.1) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 33. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by λa as follows: for sand-lightweight, λa = 0.68; for all-lightweight, λa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, mul- tiply cracked concrete tabular values in tension only by αN,seis = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 304 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Table 45 – Allowable tensile loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls1,3,4,5,6 Nominal anchor diameter in. Nominal embedment Allowable tensile capacity at scr and ccr Spacing Edge distance Critical spacing, scr Minimum spacing, smin 2 Load multiplier at smin Critical edge distance, ccr Minimum edge distance, cmin Load multiplier at cmin in. (mm) lb (kN) in. (mm) in. (mm) in. (mm) in. (mm) 3/8 2-5/16 (59) 515 (2.3) 9-1/4 (235) 3 (76) 0.49 12 (305) 4 (102) 0.70 1/2 2-3/8 (60) 565 (2.5) 9-1/2 (241)4 (102) 0.49 0.85 3-5/8 (92) 735 (3.3) 14-1/2 (368) 0.59 1.00 5/8 3-9/16 (90) 790 (3.5) 14-1/4 (362)5 (127) 0.66 0.89 4-7/16 (113) 870 (3.9) 17-3/4 (451) 0.60 1.00 3/4 4-5/16 (110) 1,060 (4.7) 17-1/4 (438)6 (152) 0.45 0.80 5-9/16 (141) 1,165 (5.2) 22-1/4 (565) 0.41 0.85 Table 46 – Allowable shear loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls1,3,4,5,6 Nominal anchor diameter in. Nominal embedment Allowable shear capacity at scr and ccr Spacing Edge distance Critical spacing, scr Minimum spacing, smin2 Load multi- plier at smin Critical edge distance, ccr Minimum edge distance, cmin ⊥ load multiplier at cmin ∥ load multiplier at cmin in. (mm) lb (kN) in. (mm) in. (mm) in. (mm) in. (mm) 3/8 2-5/16 (59) 625 (2.8) 9-1/4 (235) 3 (76) 0.5 12 (305) 4 (102) 0.81 1.00 1/2 2-3/8 (60) 940 (4.2) 9-1/2 (241)4 (102) 0.45 0.85 3-5/8 (92) 1,055 (4.7) 14-1/2 (368)0.41 0.88 5/8 3-9/16 (90) 1,615 (7.2) 14-1/4 (362)5 (127) 0.40 0.87 4-7/16 (113) 1,860 (8.3) 17-3/4 (451)0.38 0.90 3/4 4-5/16 (110) 1,615 (7.2) 17-1/4 (438)6 (152) 0.40 0.87 5-9/16 (141) 1,860 (8.3) 22-1/4 (565)0.38 0.90 1 Values valid for anchors installed in face shells of Type 1, Grade N, lightweight, medium-weight, or normal-weight concrete masonry units conforming to ASTM C90. The masonry units must be fully grouted with coarse grout conforming to 2015 IBC Section 2103.3, 2012 IBC Section 2103.13, or 2009 and 2006 IBC Section 2103.12. Mortar must comply with 2015 IBC Section 2103.2, 2012 IBC Section 2103.9, or 2009 and 2006 IBC Section 2103.8. Masonry compressive strength must be at least 1,500 psi atthe time of anchor installation. 2 Loads tabulated are applicable to anchors spaced a critical distance of 4 times the embedment depth. The anchors may be placed at a minimum spacing, smin, provided that reductions are applied to the tabulated values. 3 Anchors must be installed a minimum of 1-3/8 inches from any vertical mortar joint (head joint) in accordance with Figure 7. 4 Allowable loads or applied loads may be modified for the 2009 and 2006 IBC, due to short-term wind or seismic loads. See Table 47. 5 Embedment depth must be measured from the outside face of the concrete masonry unit. 6 For intermediate edge distances and spacings, allowable loads may be determined by linearly interpolating between the allowable loads at the two tabulated edge distances. 3.3.5.4 Allowable Stress Design for masonry Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.9 3.3.9 3.3.9 3.3.9 3.3.1 3.3.2 3.3.3 3.3.9 3.3.6 3.3.7 3.3.8 3.3.9 3.3.9 3.3.4 3.3.5 c Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 305 Figure 7 – Acceptable locations (shaded areas) for Hilti KWIK Bolt TZ anchors in grout-filled concrete masonry Table 47 - Alternative basic load combination adjustment factors under the 2009 or 2006 IBC1,2,3 Modification factor for alternate basic load combinations Modification factor for allowable loads for short-term loading conditions Tension Shear Tension Shear 0.75 0.75 1.33 1.33 1 When using the basic load combinations in accordance with IBC Section 1605.3.1, allowable loads must not be increased for wind or seismic loading. 2 When using the alternative basic load combinations in the 2009 or 2006 IBC Section 1605.3.2 that include wind or seismic loads, the allowable loads for anchors may be increased by the tabulated factors found in the right half of the table. Alternatively, the basic load combinations may be reduced by multiplying them by the factors found on the left half of the table. For example, the alternate basic loads for wind or seismic loading may be multiplied by 0.75 or divided by 1.33, as applicable. For the 2015 and 2012 IBC, the allowable loads or load combinations must not be adjusted. 3 The above modiication factors are applicable under the 2009 or 2006 IBC only, for Tables 45 and 46 for seismic and wind loads. Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 306 Hilti, Inc. (US) 1-800-879-8000 | www.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Figure 8 — Bolt head with length identification mark and KWIK Bolt TZ head notch embossment Table 44 - KWIK Bolt TZ length identification system Length ID marking on bolt head A B C D E F G H I J K L M N O P Q R S T U V W Length of anchor, ℓanch in. 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 11 12 13 14 15 Up to but not including 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 12 13 14 15 16 3.3.5.6 Ordering information1 Description Length Threaded length Box quantity KB-TZ 3/8x3 3 1-1/2 50 KB-TZ SS304 3/8x3 KB-TZ SS316 3/8x3 3 7/8 50 KB-TZ 3/8x3-3/4 3-3/4 2-1/4 50 KB-TZ SS304 3/8x3-3/4 KB-TZ SS316 3/8x3-3/4 3-3/4 1-5/8 50 KB-TZ 3/8x5 5 3-1/2 50 KB-TZ SS304 3/8x5 5 2-7/8 50 KB-TZ 1/2x3-3/4 KB-TZ SS304 1/2x3-3/4 KB-TZ SS316 1/2x3-3/4 3-3/4 1-5/8 20 KB-TZ 1/2x4-1/2 KB-TZ SS304 1/2x4-1/2 KB-TZ SS316 1/2x4-1/2 4-1/2 2-3/8 20 KB-TZ 1/2x5-1/2 KB-TZ SS304 1/2x5-1/2 KB-TZ SS316 1/2x5-1/2 5-1/2 3-3/8 20 KB-TZ 1/2x7 KB-TZ SS304 1/2x7 7 4-7/8 20 KB-TZ 5/8x4-3/4 KB-TZ SS304 5/8x4-3/4 KB-TZ SS316 5/8x4-3/4 4-3/4 1-1/2 15 KB-TZ 5/8x6 KB-TZ SS304 5/8x6 KB-TZ SS316 5/8x6 6 2-3/4 15 KB-TZ 5/8x8-1/2 KB-TZ SS304 5/8x8-1/2 8-1/2 5-1/4 15 KB-TZ 5/8x10 KB-TZ SS304 5/8x10 10 6-3/4 15 KB-TZ 3/4x5-1/2 5-1/2 2-1/2 10 KB-TZ SS304 3/4x5-1/2 KB-TZ SS316 3/4x5-1/2 5-1/2 1-1/2 10 KB-TZ 3/4x7 7 4 10 KB-TZ 3/4x8 8 5 10 KB-TZ SS304 3/4x8 8 4 10 KB-TZ 3/4x10 10 7 10 KB-TZ SS304 3/4x10 KB-TZ SS316 3/4x10 10 6 10 1 All dimensions in inches Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.hilti.com. Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.3.5.5 Installation instructions The B-Line series metal framing support system is designed with many time-saving features. Fully adjustable and reusable, with a complete line of channels, fittings, and accessories for multi-purpose applications. SELECTION CHART for Channels, Materials and Hole Patterns Material & Thickness Channel Hole Pattern Channel Dimensions Stainless SH S H1 7/8 TH KO6Steel Height Width Type Type Channel Steel Alum. 304 316 1 2 3 4 B11 31/4"(82.5)15/8"(41.3)12 Ga. -- -- -- 1 1 1 -- 1 B12 27/16" (61.9) 1 5/8"(41.3)12 Ga. .105 -- -- 1 2 1 1 2 -- 1 2 B22 15/8"(41.3)15/8"(41.3)12 Ga. .105 12 Ga. 12 Ga. 1 2 3 4 1 1 2 3 4 1 1 2 B24 15/8"(41.3)15/8"(41.3)14 Ga. .080 14 Ga. 14 Ga. 1 2 3 4 1 1 2 3 4 -- 1 2 B26 15/8"(41.3)15/8"(41.3)16 Ga. -- -- -- 1 1 1 -- 1 B32 13/8"(34.9)15/8"(41.3)12 Ga. -- 12 Ga. -- 1 3 1 1 3 -- 1 B42 1"(25.4)15/8"(41.3)12 Ga. -- 12 Ga. -- 1 3 1 1 3 -- 1 B52 13/16"(20.6)15/8"(41.3)12 Ga. -- -- -- 1 1 1 -- 1 B54 13/16"(20.6)15/8"(41.3)14 Ga. .080 14 Ga. 14 Ga. 1 2 3 4 1 1 2 3 4 -- 1 2 B56 13/16"(20.6)15/8"(41.3)16 Ga. -- -- -- 1 1 1 -- 1 Channel Nuts Size and Part Number Thread With Without Twirl Size Spring Spring Nut 1/4"-20 N224 N224WO TN224 3/8"-16 N228 N228WO TN228 1/2"-13 N225 N225WO TN225 5/8"-11 N255 N255WO -- 3/4"-10 N275 N275WO -- Schedule 40 Pipe Clamps Copper Tubing Clamps DURA-COPPER™ Available Finishes: Electro-Galvanized, Aluminum, Stainless, DURA-COPPER Painted, Hot-Dip Galvanized and PVC coated. Nut and bolts are included with all two-piece clamps. ** Add “PA” to Part No. for Pre-assembled Available Finishes: Electro-Galvanized B2000 Series Part Nominal Mat'l No. Tubing Size Ga. B2026DCU 1/2"(15)16 B2008DCU 3/4"(20)16 B2030DCU 1"(25)14 B2032DCU 11/4"(32)14 B2011DCU 11/2"(40)14 B2038DCU 2"(50)12 B2042DCU 21/2"(60)12 B2046DCU 3"(80)12 B2050DCU 31/2"(90)12 B2054DCU 4"(100)11 Part Nominal Mat'l No. Pipe Size Ga. B2001 3/8"(10)16 B2008 1/2"(15)16 B2009 3/4"(20)14 B2010 1"(25)14 B2011 11/4"(32)14 B2012 11/2"(40)12 B2013 2"(50)12 B2014 21/2"(60)12 B2015 3"(80)12 B2016 31/2"(90)11 B2017 4"(100)11 B2018 41/2"(115)11 B2019 5"(125)11 B2020 6"(150)11 B2021 7"(175)11 B2022 8"(200)11Strut SystemsInformationAll dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Combo Nut Washers Part Thread Number Size NW524 1/4"-20 NW528 3/8"-16 NW525 1/2"-13 Available Finishes: Electro-Galvanized Strut Systems 17 B-Line series Pipe Hangers & SupportsEaton Below are some basic clamp and cushions to be used with a strut system. For the industry's most complete line of strut and strut fittings, refer to B-Line series Strut Systems catalog. O.D. Pipe Clamps For Rigid Conduit or Iron Pipe B1999 Vibra-Cushion™ •Inhibits Galvanic Reaction •Reduces Sound & Vibration •Used on refrigeration, HVAC, copper tubing, glass pipes & hydraulic lines Available in 20 Ft. rolls. B-LINEB-LINE BVP150BVP150 1 1/2” I. P 1 1 / 2 ” I . P .. BVT & BVP Series Vibra-Clamp™ Available for tubing and pipe sizes 1/4" to 6", OD sizes 1/4" to 65/8". Easy one tool installation, dampens vibration and noise, secures tubing firmly, and protects against galvanic reaction. Stainless Steel available Part O.D. Size Mat'l No. (Outside Dia.) Ga. B2023 1/4"(6.3)16 B2024 3/8"(9.5)16 B2025 1/2"(12.7)16 B2026 5/8"(15.9)16 B2027 3/4"(19.0)16 B2028 7/8"(22.2)16 B2029 1"(25.4)14 B2030 11/8"(28.6)14 B2031 11/4"(31.7)14 B2032 13/8"(34.9)14 B2004 11/2"(38.1)14 B2011 15/8"(41.3)14 B2005 13/4"(44.4)12 B2036 17/8"(47.6)12 B2037 2"(50.8)12 B2038 21/8"(54.0)12 B2039 21/4"(57.1)12 B2013 23/8"(60.3)12 B2041 21/2"(63.5)12 B2042 25/8"(66.7)12 B2043 23/4"(69.8)12 B2014 27/8"(73.0)12 B2045 3"(76.2)12 B2046 31/8"(79.4)12 B2047 31/4"(82.5)12 B2048 33/8"(85.7)12 B2015 31/2"(88.9)12 B2050 35/8"(92.1)11 B2051 33/4"(95.2)11 B2016 4"(101.6)11 B2054 41/8"(104.8)11 B2055 41/4"(107.9)11 B2056 43/8"(111.1)11 B2017 41/2"(114.3)11 B2058 45/8"(117.5)11 B2059 43/4"(120.6)11 B2060 47/8"(123.8)11 B2061 5"(127.0)11 B2062 51/8"(130.2)11 B2063 51/4"(133.3)11 B2064 53/8"(136.5)11 B2065 51/2"(139.7)11 Nominal Length of Use Size Vibra-Cushion Clamp No. 3/8"(10)21/8"(54.0)B2002 1/2"(15)25/8"(66.7)B2009 3/4"(20)31/4"(82.5)B2031 1"(25)41/8"(104.8)B2004 11/4"(32)53/16"(131.8)B2012 11/2"(40)515/16"(150.8)B2038 2"(50)71/2"(190.5)B2042 21/2"(65)9"(228.6)B2046 3"(80)11"(279.4)B2051 31/2"(90)121/2"(317.5)B2055 4"(100)141/2"(368.3)B2059 5"(125)177/16"(442.9)B2067 6"(150)203/4"(527.0)B2116 For Thinwall (EMT) Conduit For Thinwall (EMT) Conduit Nominal Length of Use Size Vibra-Cushion Clamp No. 3/8"(10)113/16"(46.0)B2027 1/2"(15)23/16"(58.7)B2002 3/4"(20)27/8"(73.0)B2003 1"(25)35/8"(92.1)B2032 11/4"(32)43/8"(120.6)B2036 11/2"(40)57/16"(138.1)B2012 2"(50)67/8"(174.6)B2013 Nominal Length of Use Size Vibra-Cushion Clamp No. 1/4"(6)13/16"(30.2)B2026 3/8"(10)19/16"(39.7)B2027 1/2"(15)17/8"(47.6)B2028 5/8"(17)25/16"(58.7)B2029 3/4"(20)23/4"(69.8)B2030 1"(25)31/2"(88.9)B2032 11/4"(32)45/16"(109.5)B2011 11/2"(40)51/8"(130.2)B2036 2"(50)611/16"(169.9)B2013 21/2"(65)81/4"(209.5)B2014 3"(80)913/16"(249.2)B2048 31/2"(90)113/8"(288.9)B2052 4"(100)1215/16"(328.6)B2056 5"(125)61/8"(409.6)B2064 6"(150)191/4"(488.9)B2112 8"(200)251/2"(647.7)B2128 For Copper Tubing & OD Sizes For Pipe Sizes Catalog Copper & Steel Nominal No. OD Tubing Size Copper Size BVT025 1/4"(6.3)-- -- BVT037 3/8"(9.5)1/4"(6) BVT050 1/2"(12.7)3/8"(10) BVT062 5/8"(15.9)1/2"(15) BVT075 3/4"(19.0)5/8"(17) BVT087 7/8"(22.2)3/4"(20) BVT100 1"(25.4)-- -- BVT112 11/8"(28.6)1"(25) BVT125 11/4"(31.7)-- -- BVT137 13/8"(34.9)11/4"(32) BVT150 11/2"(38.1)-- -- BVT162 15/8"(41.3)11/2"(40) BVT175 13/4"(44.4)-- -- BVT187 17/8"(47.6)-- -- BVT200 2"(50.8)-- -- BVT212 21/8"(54.0)2"(50) BVT225 21/4"(57.1)-- -- BVT250 21/2"(63.5)-- -- BVT262 25/8"(66.7)21/2"(65) BVT300 3"(76.2)-- -- BVT312 31/8"(79.4)3"(80) BVT362 35/8"(92.1)31/2"(90) BVT400 4"(101.6)-- -- BVT412 41/8"(104.8)4"(100) BVT612 61/8"(155.6)6"(150) Catalog Nominal No.Pipe Size BVP025 1/4"(6) BVP037 3/8"(10) BVP050 1/2"(15) BVP075 3/4"(20) BVP100 1"(25) BVP125 11/4"(32) BVP150 11/2"(40) BVP200 2"(50) BVP250 21/2"(65) BVP300 3"(80) BVP350 31/2"(90) BVP400 4"(100) BVP500 5"(125) BVP600 6"(150) B2000 Series Strut SystemsInformationAll dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Strut Systems 18B-Line series Pipe Hangers & Supports Eaton HOOKS & CLIPSHOOKS & CLIPS TEL 508-732-9191 • FAX 508-732-9798 • ORDERS ONLY 800-394-2222www.suncorstainless.com HOOKS & CLIPS HOOKS & CLIPS67 DOUBLE “J” WEB HOOK ITEM SIZE A B C WLL WT(lb) (lb)S0211-0025 1"0.78" 0.27" 2.35" 400 0.15S0211-0038 1-1/2"0.78" 0.38" 3.44" 1,000 0.40S0211-0050 2"0.78" 0.38" 3.44" 1,500 0.41NOTE:SEE RATCHET BUCKLES AND OUR LINE OF WEBBING/TIE-DOWNHARDWARE STARTING ON PAGE 99.“S” HOOK “U” HOOK 316 STAINLESS STEEL 316 STAINLESS STEEL 304 STAINLESS STEEL ITEM A B C D WLL WT (size)(lb) (lb) S0178-0003 1/8"1.38" 0.20" 0.42" 50 0.01S0178-0004 5/32"1.59" 0.20" 0.51" 80 0.02S0178-0005 3/16"1.90" 0.29" 0.63" 120 0.04S0178-0006 1/4"2.25" 0.32" 0.70" 200 0.06S0178-0008 5/16"2.58" 0.46" 0.75" 350 0.12 NOTE:BULK ORDERS OF OTHER SIZES OR TYPES MAY BE PLACED ONSPECIAL ORDER. ITEM A B C D WLL WT (size)(lb) (lb) S0179-0006 1/4"2.15" 0.42" 0.35" 300 0.06S0179-0008 5/16"2.95" 0.65" 0.62" 400 0.14S0179-0010 3/8"3.35" 0.75" 0.67" 500 0.26 WELDED “S” WEB HOOK316 STAINLESS STEEL ITEM SIZE A B C D WLL WT(lb) (lb)S0212-0025 1"0.25" 3.50" 1.00" 1.00" 200 0.12S0212-0038 1-1/2"0.31" 4.50" 1.50" 1.50" 300 0.22S0212-0050 2"0.38" 6.18" 2.00" 2.00" 400 0.46NOTE:QUALITY “S” HOOK IS WELDED TO PREVENT WEBBING FROM SLIPPINGTHROUGH. BULK ORDERS OF OTHER SIZES OR TYPES MAY BE PLACEDON SPECIAL ORDER.SEE RATCHET BUCKLES AND OUR LINE OF WEBBING/TIE-DOWNHARDWARE STARTING ON PAGE 99.CUNNINGHAM HOOK ITEM A B C D WT(size)(lb)S0179-CH07 1/4"0.42" 2.45" 1.72"0.07S0179-CH08 5/16"0.62" 3.80" 2.42"0.19316 STAINLESS STEELABCDABCSIZEABCD A B C D A B C D Vol.12 056-068 Chapter-Hooks & Clips.pmd 4/6/2016, 4:43 PM67