Ferrule Design Manual - Parchem...(ELEPHANT FOOT THREADED INSERT) Available in M12, M16 and M20....

Ferrule Design Manual

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.

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.

Ferrule Round Thread Deep

FE12065 FERRULE M12 X 65 C/D ZINC 28

Ferrule Round Double Ended Thread Deep Each End

FED12115 FERRULE M12 X 115 DOUBLE ENDED ZINC 25

GALVANIZED

Ferrule Round Galvanised

Thread Depth

FE12096G FERRULE M12 X 65 C/D GALV 28

Ferrule Round Galvanised Double Ended

Thread Depth Each End

FED12115G FERRULE M12 X 115 DOUBLE ENDED GALV 25

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

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

COIL FERRULE

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

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

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.

� 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.

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.

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.

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

FE16075 FE16096

134.00 132.00

80.00 80.00

13.66 13.46

8.16 8.16

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

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

FEC16070 FEC16095

113.00 113.00

67.80 67.80

11.52 11.85

6.91 6.91

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

Capacity of Conlift Tube Ferrules

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

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

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

2.08 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

Ferrule Size

Description Code Capacity (t) Capacity (t)

M12 Confoot

M12 x 55 M12 x 90

FEC12055 FEC12090

2.40 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

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

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

WLL IN TENSION OF CONLIFT CONFOOT FERRULES

Ferrule Size

De-scrip-tion

Code Capacity (t) Capacity (t)

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

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

WLL IN TENSION OF CONLIFT TUBE FERRULES

Ferrule Size

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

WLL IN TENSION OF CONLIFT BENT END TUBE FERRULES

Ferrule Size

M12 Standard

M12 x 65 M12 x 96

FE12065 FE12096

1.16 1.16

1.50 1.50

1.70 1.70

1.86 1.86

2.40 2.40

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

3.45 3.45

4.47 4.47

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

5.39 5.39

6.98 6.98

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

3.45 3.45 3.45

4.47 4.47 4.47

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

5.39 5.39 5.39

6.98 6.98 6.98

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

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

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

Ferrule Size

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

WLL IN SHEAR OF CONLIFT CONFOOT FERRULES

WLL IN SHEAR OF CONLIFT TUBE FERRULES

Ferrule Size

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

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

Ferrule Size

Descrip-tion

Code Capacity (t) Capacity (t)

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

WLL IN SHEAR OF CONLIFT BENT END TUBE FERRULES

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.

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

Embedment

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

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

Conlift Concrete Lifting Systems

Ferrule Design Manual

National Head Office

7 Lucca Road,

Wyong, NSW 2259

T: (02) 4350 5000

www.parchem.com.au

Ferrule Design Manual - Parchem...(ELEPHANT FOOT THREADED INSERT) Available in M12, M16 and M20....

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Transcript of Ferrule Design Manual - Parchem...(ELEPHANT FOOT THREADED INSERT) Available in M12, M16 and M20....

Foot By Foot

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Information about Foot and Ankle Surgery · excellent results following foot and ankle surgery. They have significant pain relief and return of good functional movement and strength.

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16-FOOT HIGH-SPEED TUNNEL (16-Foot HST) 16 …_HST_Draft_1.pdf16-FOOT HIGH-SPEED TUNNEL (16-Foot HST) 16-FOOT TRANSONIC TUNNEL (16-Foot TT) Significance. The 16-Foot High-Speed Tunnel

Objectives Taking the After completing this CME, Pressure Offbulation. Foot structure abnormali-ties, decreased muscle volume, and strength in the foot and ankle can also lead to friction

LESSON 2 · 2021. 1. 3. · These games require the players to have muscular strength, power, and good eye-hand or eye-foot coordination. Muscular strength is a health-related fitness

A Practical Approach to Foot Health - Pedorthic Association of … · 2019-12-31 · THE FOOT & LOWER LIMB EXPERTS IN CANADA FOR OVER 30 YEARS FIND STRENGTH IN OUR NETWORK! BioPed’s

Bamboo compressive strength at elevated temperatures · Bamboo normally presents an elephant foot buckling failure, which induces a splitting of the sample due to the low shear strength

Functional assessments of foot strength: a comparative and ...

Diabetic Foot/ foot ulcer

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A Strategic Analysis of Foot Locker, Inc. - Semantic Scholar · A Strategic Analysis of Foot Locker, Inc. ... and conducting a SWOT (Strength, Weakness ... companies such as Nike

Flat foot and Cavus foot

Civil Design Manual - Parchem

Foot and ankle coding overview TA left foot, great toe T5 ... · T1 left foot, second toe T6 right foot, second toe T2 left foot, third digit T7 right foot, third digit T3 left foot,