Ferrule Design Manual
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INTRODUCTIONThis 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 forConlift 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.
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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.
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ZINC
Ferrule Round Thread Deep
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 Thread Deep Each End
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
Thread Depth
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
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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
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Round Coil Ferrule Thread Depth
FECC34095 FERRULE 3/4” X 95 Coil thread 55
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
COIL FERRULE
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TUBE ZINC (Avaliable in Galvanized and Stainless Steel)
Round Tube Ferrule with Crimped Tail Thread Depth
Wall mm Tail 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
TF16100 TUBE FERR M16 x 100 CRIMPED C/D ZINC 15 2.8 30
TF2080 TUBE FERR M20 x 80 CRIMPED C/D ZINC 18 3 35
TF20100 TUBE FERR M20 x 100 CRIMPED C/D ZINC 18 3 35
BENT END TUBE ZINC (Avaliable in Galvanized and Stainless Steel)
Round Tube Ferrule with Bent End Thread Depth
Wall mm Tail 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
TFB16100 TUBE FERR M16 x 100 BENT END ZINC 15 2.8 35
TFB2080 TUBE FERR M20 x 80 BENT END ZINC 18 3 35
TFB20100 TUBE FERR M20 x 100 BENT END ZINC 18 3 35
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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.
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FERRULE SUPPORT CHAIRSAn 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 whichis 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 CAPSAn 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.
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NAILING PLATESAn 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 M24Three 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.
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Capacity of Conlift Standard Ferrules
FERRULE SIZE DESCRIPTION CODE CAPACITY OF INSERT kN
CAPACITY OF INSERT IN CONCRETE kN
CAPACITY OF INSERT t
CAPACITY OF INSERT IN CONCRETE t
M12 Standard M12 x 65 M12 x 96
FE12065 FE12096
132.00 132.00
80.00 80.00
13.46 13.46
8.16 8.16
M16 Standard M16 x 75 M16 x 96
FE16075 FE16096
134.00 132.00
80.00 80.00
13.66 13.46
8.16 8.16
M20 Standard M20 x 75 M20 x 96
FE20075 FE20096
136.00 135.00
80.00 80.00
13.87 13.77
8.16 8.16
M16 Standard M16 x 140 M16 x 170 M16 x 190
FED16140 FED16170 FED16190
127.00 127.00 127.00
80.00 80.00 80.00
12.95 12.95 12.95
8.16 8.16 8.16
M20 Standard M20 x 140 M20 x 170 M20 x 190
FED20140 FED20170 FED20190
127.00 127.00 127.00
80.00 80.00 80.00
12.95 12.95 12.95
8.16 8.16 8.16
3/4” Coil 3/4” x 95 Coil Ferrule
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
CAPACITY OF INSERT IN CONCRETE kN
CAPACITY OF INSERT t
CAPACITY OF INSERT IN CONCRETE t
M12 Confoot M12 x 55 M12 x 90
FEC12055 FEC12090
75.00 75.00
45.00 45.00
5.81 12.24
4.59 4.59
M16 Confoot M16 x 70 M16 x 95
FEC16070 FEC16095
113.00 113.00
67.80 67.80
11.52 11.85
6.91 6.91
M20 Confoot M20 x 70 M20 x 95
FEC20070 FEC20095
175.00 175.00
105.00 105.00
17.86 17.86
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 edgeULTIMATE LOAD (kN) Break Test for Ferrule ULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
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Capacity of Conlift Tube Ferrules
FERRULE SIZE DESCRIPTION CODE CAPACITY OF INSERT kN
CAPACITY OF INSERT IN CONCRETE kN
CAPACITY OF INSERT t
CAPACITY OF INSERT IN CON-CRETE 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 100
TF1680 TF16100
62.00 62.00
37..20 37.20
6.32 6.32
3.79 3.79
M20 Tube M20 x 80 M20 x 100
TF2080 TF20100
78.00 78.00
46.80 46.80
7.95 7.95
4.77 4.77
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
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
CAPACITY OF INSERT IN CONCRETE t
M12 Bent End M12 x 60 TFB1260 38.00 22.80 3.87 2.32
M16 Bent End M16 x 80 M16 x 100
TFB1680 TFB16100
62.00 62.00
37.20 37.20
6.32 6.32
3.79 3.79
M20 Bent End M20 x 80 M20 x 100
TFB2080 TFB20100
78.00 78.00
46.80 46.80
7.95 7.95
4.77 4.77
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
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Ferrule Size 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 Stand-ard
M12 x 65 M12 x 96
FE12065 FE12096
2.08 2.75
2.69 2.75
2.75 2.75
2.75 2.75
2.08 3.22
2.69 4.16
3.06 4.71
3.42 5.71
M16 Stand-ard
M16 x 75 M16 x 96
FE16075 FE16096
2.08 3.22
2.69 4.16
3.06 4.71
3.42 5.12
2.08 3.22
2.69 4.16
3.06 4.71
3.42 5.27
M20 Stand-ard
M20 x 75 M20 x 96
FE20075 FE20096
2.08 3.22
2.69 4.16
3.06 4.71
3.42 5.27
2.08 3.22
2.69 4.16
3.06 4.71
3.42 5.27
M16 Stand-ard
M16 x 140 M16 x 170 M16 x 190
FED16140 FED16170 FED16190
3.22 3.22 3.22
4.16 4.16 4.16
4.71 4.71 4.71
5.12 5.12 5.12
3.22 3.22 3.22
4.16 4.16 4.16
4.71 4.71 4.71
5.27 5.27 5.27
M20 Stand-ard
M20 x 140 M20 x 170 M20 x 190
FED20140 FED20170 FED20190
3.22 3.22 3.22
4.16 4.16 4.16
4.71 4.71 4.71
5.27 5.27 5.27
3.22 3.22 3.22
4.16 4.16 4.16
4.71 4.71 4.71
5.27 5.27 5.27
3/4 “ Coil 3/4” x 95 Coil Ferrule
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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
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
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Ferrule Size
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 Confoot
M12 x 55 M12 x 90
FEC12055 FEC12090
2.40 2.75
2.75 2.75
2.75 2.75
2.75 2.75
2.40 3.05
3.05 3.90
3.47 4.49
4.00 5.16
M16 Confoot
M16 x 70 M16 x 95
FEC16070 FEC16095
4.70 5.12
5.125.12
5.125.12
5.125.12
4.70 6.24
6.10 8.07
6.90 9.18
8.00 10.55
M20 Confoot
M20 x 70 M20 x 95
FEC20070 FEC20095
4.70 7.28
6.10 7.99
6.93 7.99
7.997.99
4.70 7.28
6.10 9.40
6.93 10.70
8.00 12.31
M24 Confoot
M24 x 95 FEC20095 8.05 10.40 11.82 12.75 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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
WLL IN TENSION OF CONLIFT CONFOOT FERRULES
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Ferrule Size
De-scrip-tion
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
M10 Tube
M10 x 50
TF1050 0.96 1.24 1.41 1.62 0.96 1.24 1.41 1.62
M12 Tube
M12 x 60
TF1260 1.58 2.05 2.32 2.67 1.58 2.05 2.32 2.67
M16 Tube
M16 x 80
M16 x 100
TF1680 TF16100
1.67 2.58
2.17 3.34
2.46 3.79
2.83 4.36
1.67 2.58
2.17 3.34
2.46 3.79
2.83 4.36
M20 Tube
M20 x 80
M20 x 100
TF2080 TF20100
1.90 2.92
2.45 3.78
2.79 4.30
3.21 4.94
1.90 2.92
2.45 3.78
2.79 4.30
3.21 4.94
Load limited by the Bolt Capacity - Numbers in Italics and highlighted
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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
WLL IN TENSION OF CONLIFT TUBE FERRULES
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Ferrule Size
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 Bent End
M12 x 60 TFB1260 1.26 1.64 1.86 2.14 1.26 1.64 1.86 2.14
M16 Bent End
M16 x 80 M16 x 100
TFB1680 TFB16100
1.34 2.06
1.74 2.67
1.97 3.03
2.26 3.49
1.34 2.06
1.74 2.67
1.97 3.03
2.26 3.49
M20 Bent End
M20 x 80 M20 x 100
TFB2080 TFB20100
1.52 2.34
1.96 3.02
2.23 3.44
2.57 3.95
1.52 2.34
1.96 3.02
2.23 3.44
2.57 3.95
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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
WLL IN TENSION OF CONLIFT BENT END TUBE FERRULES
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Ferrule Size
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 Standard
M12 x 65 M12 x 96
FE12065 FE12096
1.16 1.16
1.50 1.50
1.70 1.70
1.70 1.70
1.86 1.86
2.40 2.40
2.73 2.73
2.73 2.73
M16 Standard
M16 x 75 M16 x 96
FE16075 FE16096
2.16 2.16
2.79 2.79
3.17 3.17
3.17 3.17
3.45 3.45
4.47 4.47
5.08 5.08
5.08 5.08
M20 Standard
M20 x 75 M20 x 96
FE20075 FE20096
3.37 3.37
4.36 4.36
4.96 4.96
4.96 4.96
5.39 5.39
6.98 6.98
7.93 7.93
7.93 7.93
M16 Double Ended
M16 x 140 M16 x 170 M16 x 190
FE16140 FE16170 FE16190
2.16 2.16 2.16
2.79 2.79 2.79
3.17 3.17 3.17
3.17 3.17 3.17
3.45 3.45 3.45
4.47 4.47 4.47
5.08 5.08 5.08
5.08 5.08 5.08
M20 Double Ended
M20 x 140 M20 x 170 M20 x 190
FED20140 FED20170 FED20190
3.37 3.37 3.37
4.36 4.36 4.36
4.96 4.96 4.96
4.96 4.96 4.96
5.39 5.39 5.39
6.98 6.98 6.98
7.93 7.93 7.93
7.93 7.93 7.93
3/4” Coil 3/4” x 95 Coil Ferrule
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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
TECHNICAL DATA - FERRULE CAPACITY IN SHEAR
Round Ferrules anchored with a N12 bar, develop the full shear capacity of a grade 8.8 bolt whenlocated 250mm from a panel design edge in concrete with a compressive strength of 32MPa
WLL IN SHEAR OF CONLIFT STANDARD FERRULES
18
Ferrule Size
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 Confoot
M12 x 55 M12 x 90
FEC12055 FEC12090
1.85 2.35
2.35 2.75
2.67 2.75
2.75 2.75
1.85 2.35
2.35 3.00
2.67 3.45
3.08 3.97
M16 Confoot
M16 x 70 M16 x 95
FEC16070 FEC16095
3.62 4.80
4.69 5.12
5.125.12
5.12 5.12
3.62 4.80
4.69 6.21
5.31 7.06
6.15 8.12
M20 Confoot
M20 x 70 M20 x 95
FEC20070 FEC20095
3.62 5.60
4.69 7.23
5.33 7.99
6.15 7.99
3.62 5.60
4.69 7.23
5.33 8.23
6.15 9.47
M24 Confoot
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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
WLL IN SHEAR OF CONLIFT CONFOOT FERRULES
19
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
15MPa 25MPa 32MPa 40MPa 15MPa 25MPa 32MPa 40MPa
M10 Tube
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 100
TF1680 TF16100
1.28 1.97
1.65 2.55
1.88 2.90
2.16 3.33
1.28 1.97
1.65 2.55
1.88 2.90
2.16 3.33
M20 Tube M20 x 80 M20 x 100
TF2080 TF20100
1.45 2.23
1.87 2.89
2.13 3.28
2.45 3.77
1.45 2.23
1.87 2.89
2.13 3.28
2.45 3.77
Load limited by the Bolt Capacity - Numbers in Italics and highlighted
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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
20
Ferrule Size
Descrip-tion
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 Bent End
M12 x 60
TFB1260 0.96 1.25 1.42 1.63 0.96 1.25 1.42 1.63
M16 Bent End
M16 x 80
M16 x 100
TFB1680 TFB16100
1.02 1.58
1.33 2.04
1.50 2.31
1.73 2.66
1.02 1.58
1.33 2.04
1.50 2.31
1.73 2.66
M20 Bent End
M20 x 80
M20 x 100
TFB2080 TFB20100
1.16 1.78
1.50 2.31
1.70 2.63
1.96 3.02
1.16 1.78
1.50 2.31
1.70 2.63
1.96 3.02
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 FerruleULTIMATE LOAD IN CONCRETE (kN) Includes Reduction Factor for Concrete Reduction Factor = 0.6
Bolt Capacities Tension kN Shear kN Tension t Shear tGrade 4.6 8.8 4.6 8.8 4.6 8.8 4.6 8.8M12 27 56 16.7 26.8 2.75 5.71 1.70 2.73M16 50.2 104.2 31.1 49.8 5.12 10.63 3.17 5.08M20 78.4 162.7 48.6 77.8 7.99 16.59 4.96 7.93
WLL IN SHEAR OF CONLIFT BENT END TUBE FERRULES
21
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.
22
4.6 Grade Bolt 8.8 Grade Bolt Nom Bolt Shear Capacity M12
16.7M16 31.1
M20 48.6
M12 26.8
M16 49.8
M20 77.8
Edge Dist e
mm
Embedment
mm
SHEAR CAPACITY 32MPa
(t)
SHEAR CAPACITY 32MPa
(t)35 75
1004.4 4.6
4.8 5.1
4.9 5.2
4.4 4.6
4.8 5.1
4.9 5.2
40 75 100
5.3 5.7
5.9 6.3
6.0 6.4
5.3 5.7
5.9 6.3
6.0 6.4
50 75 100
7.5 7.9
8.3 8.8
8.4 8.9
7.5 7.9
8.3 8.8
8.4 8.9
65 75 100
11.1 11.7
12.3 13.0
12.5 13.3
11.1 11.7
12.3 13.0
12.5 13.3
75 75 100
13.7 14.5
15.2 16.1
15.5 16.4
13.7 14.5
15.2 16.1
15.5 16.4
100 75 100
16.7 16.7
23.4 24.8
23.9 25.3
21.1 22.4
23.4 24.8
23.9 25.3
125 75 100
16.7 16.7
31.1 31.1
33.4 35.3
26.8 26.8
32.7 34.6
33.4 35.3
150 75 100
16.7 16.7
31.1 31.1
43.9 46.5
26.8 26.8
43.0 45.5
43.9 46.5
175 75 100
16.7 16.7
31.1 31.1
48.6 48.6
26.8 26.8
49.8 49.8
55.3 58.5
200 75 100
16.7 16.7
31.1 31.1
48.6 48.6
26.8 26.8
49.8 49.8
67.5 71.5
Load limited by the Bolt Capacity - Numbers in Italics and highlighted
Concrete Shear Load Angle Correction Factor
Multiply the loads in the above table according to the angle of loading toward the edgeLoad 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
ACI "CCD" CONCRETE SHEAR CAPACITIES WITH REDUCED EDGE DISTANCE
23
Conlift Concrete Lifting Systems
Ferrule Design Manual
National Head Office
7 Lucca Road,
Wyong, NSW 2259
T: (02) 4350 5000
www.parchem.com.au
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