Ferrule Design Manual

Ferrule Design Manual

INTRODUCTION This publication is a design manual to be used in conjunction with concrete engineering principles. The design data included in this Technical Data Sheet relates to a variety of applications for Conlift M12, M16, M20 and M24 Standard, Double Ended, Confoot, Tube, Bent End and Stainless Steel Ferrules. This information is provided for the assistance of appropriately qualified professionals in the preparation of fixing design specifications for concrete panels and concrete precast elements. The appropriate personal protective equipment (safety eyewear, gloves, hardhats, hi-visibility vests and safety footwear) is to be worn during all stages of the production, transportation and installation of concrete elements. IMPORTANT NOTE This booklet was issued in May 2011 and supersedes all previous booklets with respect to these products. Due to ongoing research and development, changes may occur to specifications and features without notice. It is recommended that you consult with Parchem Construction Supplies Pty Ltd or download the most current version of the handbook from www.parchem.com.au The information in this manual should be read in conjunction with the other Conlift Design Manuals. DISCLAIMER These instructions are intended only for use by suitably qualified professional building, construction and erection specialists. Parchem Construction Supplies Pty Ltd expressly excludes all or liability for an injury, damage, cost, expense or claim whatsoever suffered by any person resulting either directly or indirectly a from failure to install the Conlift Precast and Tilt Up products in accordance with these installation instructions. 2

CONLIFT FERRULES DESIGN MANUAL FERRULE STYLES STANDARD ROUND FERRULES (THREADED INSERTS) Available in M12, M16 and M20. Industry standard of 28mm diameter body for all sizes. High Strength Alloy Steel. 15mm Diameter cross hole for N12 anchor bar for maximum strength. No welding required for anchorage. Standard passivated zinc plating and hot dipped Galvanized. DOUBLE ENDED ROUND FERRULES (THREADED INSERTS) Available in M12, M16 and M20 in a variety of lengths to suit a variety wall thicknesses. Industry standard of 28mm diameter body for all sizes. High Strength Alloy Steel. 15mm Diameter cross hole for N12 anchor bar for maximum strength. No welding required for anchorage. Standard passivated zinc plating and hot dipped Galvanized. CONFOOT ROUND FERRULES (ELEPHANT FOOT THREADED INSERT) Available in M12, M16 and M20. High Strength Alloy Steel. An enlarged foot for maximum pullout strength. No welding required for anchorage. Standard passivated zinc plating and hot dipped Galvanized. TUBE FERRULES (CRIMPED OR BENT END) Available in M12, M16 and M20. Crimped or bent end. Crimped with a 12mm Cross Drill. High Strength Alloy Steel. No welding required for anchorage. Standard passivated zinc plating and hot dipped Galvanized. STAINLESS STEEL ROUND FERRULES (304 and 316) Available in M12, M16 and M20. Industry standard of 28mm diameter body for all sizes. High Strength Stainless Steel in either 304 or 316. 15mm Diameter cross hole for N12 anchor bar for maximum strength. No welding required for anchorage. STAINLESS STEEL TUBE FERRULES (304 and 316) Available in M12, M16 and M20. Crimped or bent end. Crimped with a 12mm Cross Drill. High Strength Stainless Steel in either 304 or 316. No welding required for anchorage. ROUND COIL FERRULES (THREADED INSERTS) Available in ¾ x 95mm. Industry standard of 28mm diameter body. 3

ZINC Ferrule Round FE12065 FERRULE M12 X 65 C/D ZINC 28 FE12096 FERRULE M12 X 96 C/D ZINC 35 FE16065 FERRULE M16 X 65 C/D ZINC 30 FE16075 FERRULE M16 X 75 C/D ZINC 30 FE16096 FERRULE M16 X 96 C/D ZINC 45 FE20065 FERRULE M20 X 65 C/D ZINC 30 FE20075 FERRULE M20 X 75 C/D ZINC 35 FE20096 FERRULE M20 X 96 C/D ZINC 45 Ferrule Round Double Ended FED12115 FERRULE M12 X 115 DOUBLE ENDED ZINC 25 FED12140 FERRULE M12 X 140 DOUBLE ENDED ZINC 30 FED12170 FERRULE M12 X 170 DOUBLE ENDED ZINC 35 FED12190 FERRULE M12 X 190 DOUBLE ENDED ZINC 35 FED16115 FERRULE M16 X 115 DOUBLE ENDED ZINC 25 FED16140 FERRULE M16 X 140 DOUBLE ENDED ZINC 35 FED16170 FERRULE M16 X 170 DOUBLE ENDED ZINC 40 FED16190 FERRULE M16 X 190 DOUBLE ENDED ZINC 40 FED20115 FERRULE M20 X 115 DOUBLE ENDED ZINC 25 FED20140 FERRULE M20 X 140 DOUBLE ENDED ZINC 35 FED20170 FERRULE M20 X 170 DOUBLE ENDED ZINC 40 FED20190 FERRULE M20 X 190 DOUBLE ENDED ZINC 40 GALVANIZED Ferrule Round Galvanised FE12096G FERRULE M12 X 65 C/D GALV 28 FE12096G FERRULE M12 X 96 C/D GALV 35 FE16065G FERRULE M16 X 65 C/D GALV 30 FE16075G FERRULE M16 X 75 C/D GALV 30 FE16096G FERRULE M16 X 96 C/D GALV 45 FE20065G FERRULE M20 X 65 C/D GALV 30 FE20075G FERRULE M20 X 75 C/D GALV 35 FE20096G FERRULE M20 X 96 C/D GALV 45 Thread Deep Thread Deep Each End Thread Depth 4

Ferrule Round Galvanised Double Ended Thread Depth Each End FED12115G FERRULE M12 X 115 DOUBLE ENDED GALV 25 FED12140G FERRULE M12 X 140 DOUBLE ENDED GALV 30 FED12170G FERRULE M12 X 170 DOUBLE ENDED GALV 35 FED12190G FERRULE M12 X 190 DOUBLE ENDED GALV 35 FED16115G FERRULE M16 X 115 DOUBLE ENDED GALV 25 FED16140G FERRULE M16 X 140 DOUBLE ENDED GALV 35 FED16170G FERRULE M16 X 170 DOUBLE ENDED GALV 40 FED16190G FERRULE M16 X 190 DOUBLE ENDED GALV 40 FED20115G FERRULE M20 X 115 DOUBLE ENDED GALV 25 FED20140G FERRULE M20 X 140 DOUBLE ENDED GALV 35 FED20170G FERRULE M20 X 170 DOUBLE ENDED GALV 40 FED20190G FERRULE M20 X 190 DOUBLE ENDED GALV 40 5

COIL FERRULE Round Coil Ferrule FECC34095 FERRULE 3/4 X 95 Coil thread 55 Thread Depth CONFOOT ZINC Round Confoot Ferrule Thread Depth Foot Dim. FEC1255 FERRULE M12 x 55 BIG FOOT ZINC 20 35 x 35 FEC1295 FERRULE M12 x 95 BIG FOOT ZINC 30 49 x 49 FEC1670 FERRULE M16 x 70 BIG FOOT ZINC 30 49 x 49 FEC1695 FERRULE M16 x 95 BIG FOOT ZINC 40 49 x 49 FEC20070 FERRULE M20 x 70 BIG FOOT ZINC 30 49 x 49 FEC20095 FERRULE M20 x 95 BIG FOOT ZINC 40 49 x 49 FEC24095 FERRULE M24 x 95 BIG FOOT ZINC 40 49 x 49 CONFOOT GALVANIZED Round Confoot Ferrule Thread Depth Foot Dim. FEC1255G FERRULE M12 x 55 BIG FOOT GALV 20 35 x 35 FEC1295 FERRULE M12 x 95 BIG FOOT GALV 30 49 x 49 FEC1670G FERRULE M16 x 70 BIG FOOT GALV 30 49 x 49 FEC1695G FERRULE M16 x 95 BIG FOOT GALV 40 49 x 49 FEC20070G FERRULE M20 x 70 BIG FOOT GALV 30 49 x 49 FEC20095G FERRULE M20 x 95 BIG FOOT GALV 40 49 x 49 FEC24095G FERRULE M24 x 95 BIG FOOT GALV 40 49 x 49 6

TUBE ZINC (Avaliable in Galvanized and Stainless Steel) Round Tube Ferrule with Crimped Tail Thread Depth Wall mm TF1050 TUBE FERR M10 x 50 CRIMPED C/D ZINC 9 1.8 18 TF1260 TUBE FERR M12 x 60 CRIMPED C/D ZINC 11 2 25 TF1680 TUBE FERR M16 x 80 CRIMPED C/D ZINC 15 2.8 30 TF16 TUBE FERR M16 x CRIMPED C/D ZINC 15 2.8 30 TF2080 TUBE FERR M20 x 80 CRIMPED C/D ZINC 18 3 35 TF20 TUBE FERR M20 x CRIMPED C/D ZINC 18 3 35 Tail mm BENT END TUBE ZINC (Avaliable in Galvanized and Stainless Steel) Round Tube Ferrule with Bent End Thread Depth Wall mm TFB1260 TUBE FERR M12 x 60 BENT END ZINC 11 2 35 TFB1680 TUBE FERR M16 x 80 BENT END ZINC 15 2.8 35 TFB16 TUBE FERR M16 x BENT END ZINC 15 2.8 35 TFB2080 TUBE FERR M20 x 80 BENT END ZINC 18 3 35 TFB20 TUBE FERR M20 x BENT END ZINC 18 3 35 Tail mm 7

FERRULE INSTALLATION Upward Placed Ferrules Insert a N12 x 300mm cross rod if required. Place in an appropriate height ferrule support chair for the concrete element thickness. Insert appropriate size antenna cap for the ferrule size. Tie cross rod to the ferrule support chair, mesh and reinforcing. If there is no cross rod, tie the ferrule and the ferrule support chair, mesh and reinforcing. Downward or Horizontal Placed Ferrules Insert a N12 x 300mm cross rod if required. Place an appropriate size nailing plate in the position for the ferrule on the table, panel below or formwork with nail or doubled sided glue spots or squares. Screw or push on the ferrule dependent on the type of nailing plate. Tie cross rod to the ferrule support chair, mesh and reinforcing. If there is no cross rod, tie the ferrule and the ferrule support chair, mesh and reinforcing. Double Ended Ferrules Insert a N12 x 300mm cross rod. Place an appropriate size nailing plate in the position for the ferrule on the table, panel below or formwork with a nail or doubled sided glue spots or squares. Insert appropriate size antenna cap for the ferrule size. Screw or push on the ferrule dependent on the type of nailing plate. Tie cross rod to the ferrule support chair, mesh and reinforcing. Bolts It must be tap and finish compatible with the ferrule. High tensile bolts must be used in structural connections. The bolt must be installed as per manufacturer s specifications. Washers The washer must be tap and finish compatible with the bolt. FERRULE SPECIFICATION A suitably qualified design engineer must specify each of the following: Number of ferrules required, their size and their finish. Position of the ferrules. Concrete strength that the ferrules will be cast into. Type of connection that the ferrule is to be used in. Type of joining plate or fixing that the bolt and ferrule are securing to the concrete element. Size and thickness of the washer used in the connection. Grade, size, length and finish of the bolt used in the connection. Size of mechanical fixing used as a result of lost ferrules and must be installed as per manufacturer s specifications. 8

FERRULE SUPPORT CHAIRS An easy-to-use ferrule chair was developed to locate face-up ferrules in precast and tilt-up panels. This chair is designed to locate the ferrule (with antennae cap) to about 1 to 2mm below the panel surface when a 96mm ferrule is used. One style for the Standard ferrules and one for the Confoot Ferrules. A major time saver the ferrule chair is manufactured to provide a strong, impact resistant support which is noncorrosive and having minimal exposure. Available to suit all 96mm ferrule for panel thicknesses of 125,150,175,180 and 200mm. Concrete Grey. Strong feet with minimal exposure. Hollow centre to ensure bar is in place. Tagged for easy identification. Ridged - locating support for ferrule. ANTENNA CAPS An easy-to-use ferrule plug was developed to locate face-up ferrules in precast and tilt-up panels. This plug is designed to locate the ferrule (with support chair) to about 1 to 2mm below the panel surface when a 96mm ferrule is used. A major time saver the ferrule antenna cap is manufactured to provide a tight fitting plug, to keep slurry out of the ferrule during casting, which is noncorrosive and having minimal exposure. Available to suit any length ferrule in sizes M12, M16, M20 and M24. Colour coded to aid identification and selection. Ridged to hold the cap firmly in the ferrule. Antennas to allow location when stripping the panel. 9

NAILING PLATES An easy-to-use ferrule nailing plate was developed to locate face-down and double-ended ferrules in precast and tilt-up panels. This nailing plate is designed to locate the ferrule on the bottom face of the panel. The cross bar is wired to the reinforcing to hold it vertical. A major time saver the ferrule nailing plate is manufactured to provide a tight fitting plug (to keep slurry out of the ferrule during casting) and to locate it in the correct position. It is noncorrosive and has minimal exposure. Available to suit any length ferrule in sizes M12, M16, M20 and M24 Three styles: 1) Quick Fit NP that clips into the ferrule and is fixed in place with a double sided adhesive circle or square. 2) Thin NP that screw into the ferrule and is fixed in place with a double sided adhesive circle or square. 3) Thick NP that screw into the ferrule and is mechanically fixed to the formwork. Colour coded to aid identification and selection. Ridged or with a thread to hold the ferrule firmly on the nailing plate. 10

Capacity of Conlift Standard Ferrules FERRULE SIZE DESCRIPTION CODE CAPACITY OF INSERT kn M12 Standard M12 x 65 M12 x 96 M16 Standard M16 x 75 M16 x 96 M20 Standard M20 x 75 M20 x 96 M16 Standard M16 x 140 M16 x 170 M16 x 190 M20 Standard M20 x 140 M20 x 170 M20 x 190 3/4 Coil 3/4 x 95 Coil Ferrule FE12065 FE12096 FE16075 FE16096 FE20075 FE20096 FED16140 FED16170 FED16190 FED20140 FED20170 FED20190 132.00 132.00 134.00 132.00 136.00 135.00 127.00 127.00 127.00 127.00 127.00 127.00 CAPACITY OF INSERT IN CONCRETE kn 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 CAPACITY OF INSERT t 13.46 13.46 13.66 13.46 13.87 13.77 12.95 12.95 12.95 12.95 12.95 12.95 CAPACITY OF INSERT IN CONCRETE t 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 FECC43095 120.00 73.00 12.24 7.44 All Ferrules must have a N12 x 300 Cross Bar Inserted All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Capacity of Conlift Confoot Ferrules FERRULE SIZE DESCRIPTION CODE CAPACITY OF INSERT kn M12 Confoot M12 x 55 M12 x 90 M16 Confoot M16 x 70 M16 x 95 M20 Confoot M20 x 70 M20 x 95 FEC12055 FEC12090 FEC16070 FEC16095 FEC20070 FEC20095 75.00 75.00 113.00 113.00 175.00 175.00 CAPACITY OF INSERT IN CONCRETE kn 45.00 45.00 67.80 67.80 105.00 105.00 CAPACITY OF INSERT t 5.81 12.24 11.52 11.85 17.86 17.86 CAPACITY OF INSERT IN CONCRETE t 4.59 4.59 6.91 6.91 10.71 10.71 M24 Confoot M24 x 95 FEC20095 210.00 126.00 21.42 12.85 All Ferrules placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 11

Capacity of Conlift Tube Ferrules FERRULE SIZE DESCRIPTION CODE CAPACITY OF INSERT kn CAPACITY OF INSERT IN CONCRETE kn CAPACITY OF INSERT t M10 Tube M10 x 50 TF1050 23 13.80 2.35 1.41 M12 Tube M12 x 60 TF1260 38.00 22.80 3.87 2.32 M16 Tube M16 x 80 M16 x M20 Tube M20 x 80 M20 x TF1680 TF16 TF2080 TF20 62.00 62.00 78.00 78.00 37..20 37.20 46.80 46.80 All Ferrules must have a N10 x 300 Cross Bar Inserted All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 6.32 6.32 7.95 7.95 CAPACITY OF INSERT IN CON- CRETE t 3.79 3.79 4.77 4.77 Capacity of Conlift Bent End Tube Ferrules FERRULE SIZE DESCRIPTION CODE CAPACITY OF INSERT kn CAPACITY OF INSERT IN CONCRETE kn CAPACITY OF INSERT t M12 Bent End M12 x 60 TFB1260 38.00 22.80 3.87 2.32 M16 Bent End M16 x 80 M16 x M20 Bent End M20 x 80 M20 x TFB1680 TFB16 TFB2080 TFB20 62.00 62.00 78.00 78.00 37.20 37.20 46.80 46.80 All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 6.32 6.32 7.95 7.95 CAPACITY OF INSERT IN CONCRETE t 3.79 3.79 4.77 4.77 12

TECHNICAL DATA - FERRULE CAPACITY IN TENSION Round Ferrules anchored with a N12 bar, develop the full tension capacity of a grade 8.8 bolt when located 250mm from a panel design edge in concrete with a compressive strength of 32MPa. When using a Grade 4.6 Bolt it may become the Limiting Factor. WLL IN TENSION OF CONLIFT STANDARD FERRULES Ferrule Size Description Code Capacity (t) Capacity (t) M12 Standard M16 Standard M20 Standard M16 Standard M20 Standard M12 x 65 M12 x 96 M16 x 75 M16 x 96 M20 x 75 M20 x 96 M16 x 140 M16 x 170 M16 x 190 M20 x 140 M20 x 170 M20 x 190 3/4 Coil 3/4 x 95 Coil Ferrule FE12065 FE12096 FE16075 FE16096 FE20075 FE20096 FED16140 FED16170 FED16190 FED20140 FED20170 FED20190 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa 2.08 2.08 2.08 2.69 2.69 2.69 3.06 3.06 3.42 3.42 5.27 5.27 5.27 5.27 2.08 2.08 2.08 2.69 2.69 2.69 3.06 3.06 3.06 3.42 5.71 3.42 5.27 3.42 5.27 5.27 5.27 5.27 5.27 5.27 5.27 FECC43095 2.72 3.52 4.00 4.48 2.72 3.52 4.00 4.48 Load limited by the Bolt Capacity - Numbers in Italics and highlighted All Ferrules must have an N12 x 300 Cross Bar All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 13

WLL IN TENSION OF CONLIFT CONFOOT FERRULES Ferrule Size M12 Confoot M16 Confoot M20 Confoot M24 Confoot Description Code Capacity (t) Capacity (t) M12 x 55 M12 x 90 M16 x 70 M16 x 95 M20 x 70 M20 x 95 FEC12055 FEC12090 FEC16070 FEC16095 FEC20070 FEC20095 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa 2.40 4.70 4.70 7.28 6.10 7.99 6.93 7.99 7.99 7.99 2.40 3.05 4.70 6.24 4.70 7.28 3.05 3.90 6.10 8.07 6.10 9.40 3.47 4.49 6.90 9.18 6.93 10.70 4.00 5.16 8.00 10.55 8.00 12.31 M24 x 95 FEC20095 8.05 10.40 11.82 1 8.05 10.40 11.82 13.60 Load limited by the Bolt Capacity - Numbers in Italics and highlighted All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 14

WLL IN TENSION OF CONLIFT TUBE FERRULES Ferrule Size M10 Tube M12 Tube M16 Tube M20 Tube Description M10 x 50 M12 x 60 M16 x 80 M16 x M20 x 80 M20 x Code Capacity (t) Capacity (t) 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa TF1050 0.96 1.24 1.41 1.62 0.96 1.24 1.41 1.62 TF1260 1.58 2.05 2.32 2.67 1.58 2.05 2.32 2.67 TF1680 TF16 TF2080 TF20 1.67 2.58 1.90 2.92 2.17 3.34 2.45 3.78 2.46 3.79 2.79 4.30 2.83 4.36 3.21 4.94 1.67 2.58 1.90 2.92 2.17 3.34 2.45 3.78 Load limited by the Bolt Capacity - Numbers in Italics and highlighted 2.46 3.79 2.79 4.30 2.83 4.36 3.21 4.94 All Ferrules must have an N10 x 300 Cross Bar All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 15

WLL IN TENSION OF CONLIFT BENT END TUBE FERRULES Ferrule Size M12 Bent End M16 Bent End M20 Bent End Description Code Capacity (t) Capacity (t) 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa M12 x 60 TFB1260 1.26 1.64 1.86 2.14 1.26 1.64 1.86 2.14 M16 x 80 M16 x M20 x 80 M20 x TFB1680 TFB16 TFB2080 TFB20 1.34 2.06 1.52 2.34 1.74 2.67 1.96 3.02 1.97 3.03 2.23 3.44 2.26 3.49 2.57 3.95 1.34 2.06 1.52 2.34 1.74 2.67 1.96 3.02 Load limited by the Bolt Capacity - Numbers in Italics and highlighted 1.97 3.03 2.23 3.44 2.26 3.49 2.57 3.95 All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 16

TECHNICAL DATA - FERRULE CAPACITY IN SHEAR Round Ferrules anchored with a N12 bar, develop the full shear capacity of a grade 8.8 bolt when located 250mm from a panel design edge in concrete with a compressive strength of 32MPa WLL IN SHEAR OF CONLIFT STANDARD FERRULES Ferrule Size Description Code Capacity (t) Capacity (t) 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength M12 Standard M16 Standard M20 Standard M16 Double Ended M20 Double Ended M12 x 65 M12 x 96 M16 x 75 M16 x 96 M20 x 75 M20 x 96 M16 x 140 M16 x 170 M16 x 190 M20 x 140 M20 x 170 M20 x 190 3/4 Coil 3/4 x 95 Coil Ferrule FE12065 FE12096 FE16075 FE16096 FE20075 FE20096 FE16140 FE16170 FE16190 FED20140 FED20170 FED20190 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa 1.16 1.16 2.16 2.16 3.37 3.37 2.16 2.16 2.16 3.37 3.37 3.37 1.50 1.50 2.79 2.79 4.36 4.36 2.79 2.79 2.79 4.36 4.36 4.36 1.70 1.70 3.17 3.17 4.96 4.96 3.17 3.17 3.17 4.96 4.96 4.96 1.70 1.70 3.17 3.17 4.96 4.96 3.17 3.17 3.17 4.96 4.96 4.96 1.86 1.86 3.45 3.45 5.39 5.39 3.45 3.45 3.45 5.39 5.39 5.39 2.40 2.40 4.47 4.47 6.98 6.98 4.47 4.47 4.47 6.98 6.98 6.98 2.73 2.73 5.08 5.08 7.93 7.93 5.08 5.08 5.08 7.93 7.93 7.93 2.73 2.73 5.08 5.08 7.93 7.93 5.08 5.08 5.08 7.93 7.93 7.93 FECC43095 N/A N/A N/A N/A 4.85 6.28 7.14 7.14 Load limited by the Bolt Capacity - Numbers in Italics and highlighted All Ferrules must have an N12 x 300mm Cross Bar All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 17

WLL IN SHEAR OF CONLIFT CONFOOT FERRULES Ferrule Size M12 Confoot M16 Confoot M20 Confoot M24 Confoot Description Code Capacity (t) Capacity (t) M12 x 55 M12 x 90 M16 x 70 M16 x 95 M20 x 70 M20 x 95 FEC12055 FEC12090 FEC16070 FEC16095 FEC20070 FEC20095 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa 1.85 2.35 3.62 4.80 3.62 5.60 2.35 4.69 4.69 7.23 2.67 5.33 7.99 6.15 7.99 1.85 2.35 3.62 4.80 3.62 5.60 2.35 3.00 4.69 6.21 4.69 7.23 2.67 3.45 5.31 7.06 5.33 8.23 3.08 3.97 6.15 8.12 6.15 9.47 M24 x 95 FEC20095 6.19 8.00 9.09 10.46 6.19 8.00 9.09 10.46 Load limited by the Bolt Capacity - Numbers in Italics and highlighted All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 18

WLL IN SHEAR OF CONLIFT TUBE FERRULES Ferrule Size Description Code Capacity (t) Capacity (t) 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength M10 Tube 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa M10 x 50 TF1050 0.73 0.95 1.07 1.24 0.73 0.95 1.07 1.24 M12 Tube M12 x 60 TF1260 1.21 1.56 1.77 2.04 1.21 1.56 1.77 2.04 M16 Tube M16 x 80 M16 x M20 Tube M20 x 80 M20 x TF1680 TF16 TF2080 TF20 1.28 1.97 1.45 2.23 1.65 2.55 1.87 2.89 1.88 2.90 2.13 3.28 2.16 3.33 2.45 3.77 1.28 1.97 1.45 2.23 1.65 2.55 1.87 2.89 Load limited by the Bolt Capacity - Numbers in Italics and highlighted 1.88 2.90 2.13 3.28 2.16 3.33 2.45 3.77 All Ferrules must have an N10 x 300mm Cross Bar All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 19

WLL IN SHEAR OF CONLIFT BENT END TUBE FERRULES Ferrule Size Description Code Capacity (t) Capacity (t) 4.6 Grade Bolt 8.8 Grade Bolt Concrete Compressive Strength Concrete Compressive Strength M12 Bent End M16 Bent End M20 Bent End M12 x 60 M16 x 80 M16 x M20 x 80 M20 x 15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa TFB1260 0.96 1.25 1.42 1.63 0.96 1.25 1.42 1.63 TFB1680 TFB16 TFB2080 TFB20 1.02 1.58 1.16 1.78 1.33 2.04 1.50 2.31 1.50 2.31 1.70 2.63 1.73 2.66 1.96 3.02 1.02 1.58 1.16 1.78 1.33 2.04 1.50 2.31 Load limited by the Bolt Capacity - Numbers in Italics and highlighted 1.50 2.31 1.70 2.63 1.73 2.66 1.96 3.02 All Ferrules Placed at least 250mm from any edge ULTIMATE LOAD (kn) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kn) Includes Reduction Factor for Concrete Reduction Factor = 0.6 Bolt Capacities Tension kn Shear kn Tension t Shear t Grade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8 M12 27 56 16.7 26.8 5.71 1.70 2.73 M16 50.2 104.2 31.1 49.8 10.63 3.17 5.08 M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93 20

ENGINEERING NOTES FOR FERRULE CAPACITY REDUCED EDGE DISTANCE To Prediction of Concrete Cone Failure The engineering principles of Haeussler or the ACI Concrete Capacity Design (CCD) models should be used to predict concrete cone failure. 21

ACI "CCD" CONCRETE SHEAR CAPACITIES WITH REDUCED EDGE DISTANCE Nom Bolt Shear Capacity Edge Dist e mm Embedment mm 35 75 40 75 50 75 65 75 75 75 75 125 75 150 75 175 75 200 75 M12 16.7 4.4 4.6 5.3 5.7 7.5 7.9 11.1 11.7 13.7 14.5 16.7 16.7 16.7 16.7 16.7 16.7 16.7 16.7 16.7 16.7 4.6 Grade Bolt 8.8 Grade Bolt M16 31.1 SHEAR CAPACITY 32MPa (t) 4.8 5.1 5.9 6.3 8.3 8.8 12.3 13.0 15.2 16.1 23.4 24.8 31.1 31.1 31.1 31.1 31.1 31.1 31.1 31.1 M20 48.6 4.9 5.2 6.0 6.4 8.4 8.9 12.5 13.3 15.5 16.4 23.9 25.3 33.4 35.3 43.9 46.5 48.6 48.6 48.6 48.6 Load limited by the Bolt Capacity - Numbers in Italics and highlighted M12 26.8 4.4 4.6 5.3 5.7 7.5 7.9 11.1 11.7 13.7 14.5 21.1 22.4 26.8 26.8 26.8 26.8 26.8 26.8 26.8 26.8 M16 49.8 SHEAR CAPACITY 32MPa (t) 4.8 5.1 5.9 6.3 8.3 8.8 12.3 13.0 15.2 16.1 23.4 24.8 32.7 34.6 43.0 45.5 49.8 49.8 49.8 49.8 M20 77.8 4.9 5.2 6.0 6.4 8.4 8.9 12.5 13.3 15.5 16.4 23.9 25.3 33.4 35.3 43.9 46.5 55.3 58.5 67.5 71.5 Concrete Shear Load Angle Correction Factor Multiply the loads in the above table according to the angle of loading toward the edge Load Angle to edge deg. 0 15 30 45 60 75 90 Multiplying Factor 1.00 1.09 1.31 1.56 1.79 1.95 2 22

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