MT 165 Through Bolt Anchor Instruction Manual Product Information

: June 1, 2024
: Support

Table of Contents

165 Through Bolt Anchor
Product Information
Specifications
Installation Data
Installation Products
Product Usage Instructions
Frequently Asked Questions (FAQ)
Q: What is the maximum load capacity of the anchor in cracked
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165 Through Bolt Anchor

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Product Information

Specifications

Description: Metallic anchor, with male
thread, expansion by controlled torque.
Sizes: M8x50 to M20x200
Design Load Range: From 5.6 to 32.8 kN
(non-cracked), From 3.9 to 23.0 kN (cracked)
Base Material: Concrete class from C20/25 to
C50/60 cracked or non-cracked
Materials: Shaft: Carbon steel, zinc plated;
Washer: DIN 125 or DIN 9021, zinc plated; Nut: DIN 934, zinc
plated; Clip: Carbon steel, sherardized

Installation Data

Size| Nominal diameter of drill bit| Installation torque moment (Nm)| Diameter of clearance hole in the fixture (mm)| Minimum drill hole depth (mm)| Installation depth (mm)| Effective embedment depth (mm)| Minimum base material thickness (mm)| Maximum thickness of fixture (mm)| Critical spacing (mm)| Critical edge distance (mm)| Critical distance (splitting) (mm)
---|---|---|---|---|---|---|---|---|---|---|---
M8| 8| 15| 9| 60| 55| 48| 100| L – 66| 144| 40| 55

Installation Products

Hammer drill – BHDSXXXXX
Concrete Drill bits – MOBOMBA MORCEPKIT
Blow pump Cleaning Brush
Installation hammering tool – DOMTAXX
Torque wrench Hexagonal socket

Product Usage Instructions

Frequently Asked Questions (FAQ)

Q: What is the maximum load capacity of the anchor in cracked

concrete?

A: The maximum load capacity in cracked concrete ranges from 3.9
to 23.0 kN depending on the anchor size.

“`

MECHANICAL ANCHORS

MT TECHNICAL GUIDE
Through-bolt anchor for heavy duty

Through-bolt expansion anchor with controlled torque, for use in cracked and non cracked concrete
ETA Assessed Option 1. Zinc-plated shaft. Sherardized clip.

MTP-X

PRODUCT INFORMATION
DESCRIPTION Metallic anchor, with male thread, expansion by controlled torque.
OFFICIAL DOCUMENTATION · AVCP-1219-CPR-0053. · ETA 12/0397 option 1. · Declaration of Performance DoP MTP.
SIZES M8x50 to M20x200.
DESIGN LOAD RANGE From 5,6 to 32,8 kN (non-cracked). From 3,9 to 23,0 kN (cracked).
BASE MATERIAL Concrete class from C20/25 to C50/60 cracked or non-cracked.

Stone

Concrete Reinforced Concrete Cracked concrete

ASSESSMENTS · Option 1 (Cracked or non-cracked concrete). · Fire Resistance R30-120 · Seismic C1 M8÷M20 · Sesimic C2 M10, M12 and M20

CHARACTERISTICS AND BENEFITS · Easy installation. · Use in cracked and non- cracked concrete. · Use for medium-heavy duty loads. · Pre-Installation, or through the drill-hole of the fixture. · Variety of lengths and diameters: flexibility in assembly. · For static and quasi-static loads. · Length mark on top of shaft for easy inspection and
quality control. · Available in INDEXcal.
MATERIALES Shaft: Carbon steel, zinc plated 5 m. Washer: DIN 125 or DIN 9021, zinc plated 5 m. Nut: DIN 934, zinc plated 5 m.
Clip: Carbon steel , sherardized 40 m.
APPLICATIONS · Anchor plates. · Metallic structures. · Bridges. · Urban fitments. · Protective fences. · Catenaries. · Elevators. · Pipe supports.

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MT TECHNICAL GUIDE Through-bolt anchor for heavy duty

MECHANICAL ANCHORS

MECHANICAL PROPERTIES

M8

M10

M12

M16

M20

Cone area section

As

(mm2) Cone area section

22,9

41,8

55,4

103,9

176,7

fu,s (N/mm2) Chracteristic tension resistance

790

750

730

700

660

fy,s

(N/mm2) Yield strength

632

600

585

560

530

Threaded area section

As

(mm2) Cone area section

fu,s (N/mm2) Chracteristic tension resistance

fy,s

(N/mm2) Yield Strength

36,6

58,0

84,3

157,0

245,0

600

480

SIZE
Code
d0 Tins df h1 hnom hef hmin tfix scr,N ccr,N scr,sp ccr,sp
smin

Nominal diameter of drill bit Installation torque moment Diameter of clearance hole in the fixture Minimum drill hole depth Installation depth Effective embedment depth Minimum base material thickness Maximum thickness of fixture Critical spacing Critical edge distance Critical distance (splitting) Critical edge distance (splitting)
Minimum spacing

cmin Minimum edge distance SW Installation wrench
*L = Total anchor length

INSTALLATION DATA

M8

M10

M12

M16

M20

APX08XXX APX10XXX APX12XXX APX16XXX APX20XXX

[mm]

8

10

12

16

20

[Nm]

15

40

60

100

200

[mm]

9

12

14

18

22

[mm] 60

75

85

105

125

[mm] 55

68

80

97

114

[mm] 48

60

70

85

100

[mm] 100

120

140

170

200

[mm] L – 66

L – 80

L – 96 L – 117 L-138

[mm] 144

180

210

255

300

[mm] 72

90

105

128

150

[mm] 288

300

350

510

600

[mm] 144

150

175

255

300

[mm] 40 [mm] 55
[mm] 45 [mm] 55

40

60

65

95

70

75

95

105

45

55

70

95

90

110

115

105

13

17

19

24

30

Tinst
2

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MECHANICAL ANCHORS

MT TECHNICAL GUIDE
Through-bolt anchor for heavy duty

Code

INSTALLATION PRODUCTS

INSTALLATION

Hammer drill

BHDSXXXXX Concrete Drill bits

MOBOMBA MORCEPKIT

Blow pump Cleaning Brush

1

2

3

DOMTAXX Installation hammering tool

Torque wrench Hexagonal socket

4

5

6

MTP-X

Resistances in C20/25 concrete for an isolated anchor, without effects of edge distance or spacing

TENSION

Characteristic Resistance NRk and VRk

SHEAR

Size

M8 M10 M12 M16 M20

Size

M8 M10 M12 M16 M20

NRk Non-cracked concrete [kN] 10,0 18,0 28,0 34,0 49,2 NRk Cracked concrete [kN] 7,0 11,0 15,0 27,0 34,4

VRk Non-cracked concrete [kN] 11,0 17,4 25,3 47,1 73,1 VRk Cracked concrete [kN] 11,5 17,4 25,3 53,9 68,8

TENSION

Design Resistance NRd and VRd

SHEAR

Size

M8 M10 M12 M16 M20

Size

M8 M10 M12 M16 M20

NRd Non-cracked concrete [kN] 5,6

NRd Cracked concrete

[kN] 3,9

12,0 18,7 22,7 32,8 7,3 10,0 18,0 23,0

VRd Non-cracked concrete [kN] 8,8

VRd Cracked concrete

[kN] 7,6

13,9 20,2 37,7 58,5 13,9 20,2 35,9 45,9

TENSION

Maximum Loads Recommended Nrec and Vrec

SHEAR

Size

M8 M10 M12 M16 M20

Size

M8 M10 M12 M16 M20

Nrec Non-cracked concrete [kN] 4,0

Nrec Cracked concrete

[kN] 2,8

8,6 13,3 16,2 23,4 5,2 7,1 12,9 16,4

Vrec Non-cracked concrete [kN] 6,3

Vrec Cracked concrete

[kN] 5,4

9,9 14,5 26,9 41,8 9,9 14,5 25,7 32,8

Simplified calculation method
European Technical Assessment ETA 12/0397
Simplified version of the calculation method according to Eurocode 2 EN 1992-4. Resistance is calculated according to the data shown in assessment 12/0397.
· Influence of concrete strength. · Influence of edge distance. · Influence of spacing between anchors. · Influence of reinforcements. · Influence of base material thickness. · Influence of load application angle. · Valid for a group of two anchors.

The calculation method is based on the following simplification: Different loads do not act on individual anchors, without eccentricity.
INDEXcal For a more accurate calculation and to take more constructive provisions into account, we recommend using our calculation program INDEXcal. It may be easily downloaded from our website www.indexfix. com

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MT TECHNICAL GUIDE Through-bolt anchor for heavy duty

MECHANICAL ANCHORS

MTP-X

TENSION LOADS

· Steel design resistance:

NRd,s

· Pull-out design resistance:

NRd,p = NºRd,p · c

· Concrete cone design resistance:

N = Nº ·

·

Rd,c

Rd,c b s,N c,N re,N

· Concrete splitting design resistance: NRd,sp = NºRd,c ·

· b

· s,sp

· c,sp

· re,N

h,sp

Steel Design resistance

N

NRd,s

Size

M8

M10

M12

M16

M20

NºRd

[kN] 12,1

20,9

26,9

48,5

77,7

Pull-out design resistance

N

NRd,p = NºRd,p · c

Size

M8

M10

M12

M16

M20

NºRd,p Non-cracked concrete [kN]

5,56

12,00

18,67

22,67

-*

NºRd,p Cracked concrete

[kN] 3,89

7,33

10,00

-*

Pull-out failure is not decisive.

Concrete cone design resistance

N

N = Nº ·

·

Rd,c

Rd,c b s,N c,N re,N

Concrete splitting design resistance*

N = Nº Rd,sp

·

Rd,c b s,sp c,sp re,N h,sp

Size

M8

M10

M12

M16

M20

NºRd,c Non-cracked concrete [kN]

9,1

15,2

19,2

25,7

32,8

N

NºRd,c Cracked concrete

[kN]

6,4

10,7

13,5

18,0

23,0

*Concrete splitting design resistance must only be considered for non-cracked concrete.

4

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MECHANICAL ANCHORS

MT TECHNICAL GUIDE
Through-bolt anchor for heavy duty

Coefficients of influence

Influence of concrete strength resistance in pul-out failure c

M8

M10

M12

M16

M20

C 20/25

1,00

C 30/37

1,22

1,17

1,22

1,17

c

C 40/50

1,41

1,31

1,41

1,31

C 50/60

1,58

1,43

1,58

1,43

MTP-X

Influence of concrete strength in concret cone and splitting failure b

M8

M10

M12

M16

M20

C 20/25

1,00

C 30/37

1,22

b

C 40/50

1,41

C 50/60

1,58

b =

fck,cube >_ 1 25

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MT TECHNICAL GUIDE Through-bolt anchor for heavy duty

MECHANICAL ANCHORS

MTP-X
N

S

s,N =

0,5 +

s 2 · Scr,N

<_ 1

s [mm] 40 50 55 60 65 70 80 85 90 95 100 105 110 120 125 126 128 130 135 144 150 165 170 180 195 200 210 220 225 252 255 260 300

Influence of spacing (concrete cone) s,N

MTP-X

M8

M10

M12

M16

M20

0,64

0,61

0,67

0,64

0,69

0,65

Invalid value

0,71

0,67

0,64

0,73

0,68

0,65

0,63

0,74

0,69

0,67

0,64

0,78

0,72

0,69

0,66

0,80

0,74

0,70

0,67

0,81

0,75

0,71

0,68

0,83

0,76

0,73

0,69

0,85

0,78

0,74

0,70

0,86

0,79

0,75

0,71

0,88

0,81

0,76

0,72

0,92

0,83

0,79

0,74

0,93

0,85

0,80

0,75

0,71

0,94

0,85

0,80

0,75

0,71

0,94

0,86

0,80

0,75

0,71

0,95

0,86

0,81

0,75

0,72

0,97

0,88

0,82

0,76

0,73

1,00

0,90

0,84

0,78

0,74

0,92

0,86

0,79

0,75

0,96

0,89

0,82

0,78

0,97

0,90

0,83

0,78

1,00

0,93

0,85

0,80

0,96

0,88

0,83

0,98

0,89

0,83

1,00

0,91

0,85

0,93

0,87

0,94

0,88

0,99

0,92

Value without reduction = 1

1,00

0,93

1,00

6

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MECHANICAL ANCHORS

MT TECHNICAL GUIDE
Through-bolt anchor for heavy duty

s [mm] 40 50 55 60 65 70 80 85 90 95 100 110 125 128 135 140 150 160 165 168 180 192 200 210 220 260 280 288 300 336 350 360 412 425 500 510 560 600

Influence of spacing (concrete splitting) s,sp

MTP-X

M8

M10

M12

M16

M20

0,57

0,59

0,58

0,60

0,59

Invalid value

0,60

0,59

0,61

0,59

0,56

0,62

0,60

0,57

0,64

0,63

0,61

0,58

0,65

0,64

0,62

0,58

0,66

0,65

0,63

0,59

0,66

0,64

0,59

0,58

0,67

0,64

0,60

0,58

0,69

0,68

0,66

0,61

0,59

0,72

0,71

0,68

0,62

0,60

0,72

0,71

0,68

0,63

0,61

0,73

0,69

0,63

0,61

0,74

0,73

0,70

0,64

0,62

0,76

0,75

0,71

0,65

0,63

0,78

0,77

0,73

0,66

0,63

0,79

0,78

0,74

0,66

0,64

0,79

0,78

0,74

0,66

0,64

0,81

0,80

0,76

0,68

0,65

0,83

0,82

0,77

0,69

0,66

0,85

0,83

0,79

0,70

0,67

0,86

0,85

0,80

0,71

0,68

0,88

0,87

0,81

0,72

0,68

0,95

0,93

0,87

0,75

0,72

0,99

0,97

0,90

0,77

0,73

1,00

0,98

0,91

0,78

0,74

1,00

0,93

0,79

0,75

0,98

0,83

0,78

1,00

0,84

0,79

0,85

0,80

0,90

0,84

0,92

0,85

0,99

0,92

Value without reduction = 1

1,00

0,93

0,97

1,00

MTP-X
N

S

= s,sp

0,5 +

s 2 · Scr,sp

<_ 1

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MT TECHNICAL GUIDE Through-bolt anchor for heavy duty

MECHANICAL ANCHORS

MTP-X
N

C

= c,sp 0,35 +

0,5 · c Ccr,sp

+ 0,15 · c2 <_ 1 C2
cr,sp

c [mm] 45 50 55 60 65 70 75 80 83 84 85 90 95 100 105 110 125 128 130 135 140 144 150 168 175 180 206 213 250 255 280 300

Influence of concrete edge distance (splitting) c,sp

MTP-X

M8

M10

M12

M16

M20

0,52

0,51

0,54

0,53

0,56

0,55

0,52

Invalid value

0,58

0,57

0,54

0,61

0,59

0,56

0,63

0,62

0,57

0,50

0,65

0,64

0,59

0,51

0,67

0,66

0,61

0,52

0,69

0,67

0,62

0,53

0,69

0,68

0,62

0,53

0,70

0,68

0,63

0,53

0,72

0,70

0,65

0,55

0,75

0,73

0,67

0,56

0,52

0,77

0,75

0,68

0,57

0,53

0,79

0,77

0,70

0,58

0,54

0,82

0,80

0,72

0,59

0,55

0,90

0,87

0,78

0,63

0,58

0,91

0,89

0,80

0,64

0,59

0,92

0,90

0,80

0,64

0,59

0,95

0,92

0,82

0,66

0,61

0,98

0,95

0,85

0,67

0,62

1,00

0,97

0,86

0,68

0,62

1,00

0,89

0,70

0,64

0,97

0,74

0,68

1,00

0,76

0,69

0,78

0,70

0,85

0,76

0,87

0,78

0,98

0,87

Value without reduction = 1

1,00

0,88

0,95

1,00

8

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MECHANICAL ANCHORS

MT TECHNICAL GUIDE
Through-bolt anchor for heavy duty

Influence of concrete edge distance (concrete cone) c,N

c [mm] M8

MTP-X

M10

M12

M16

M20

40

0,67

0,60

50

0,77

0,67

53

0,80

0,70

Invalid value

60

0,87

0,75

63

0,90

0,77

65

0,92

0,79

0,72

70

0,98

0,83

0,75

72

1,00

0,85

0,76

75

0,87

0,78

80

0,91

0,82

83

0,94

0,84

85

0,96

0,85

90

1,00

0,89

95

0,93

0,80

100

0,96

0,83

105

1,00

0,86

110

0,89

113

0,91

125

0,98

0,87

126

0,99

0,88

128

Value without reduction = 1

1,00

0,89

135

0,92

150

1,00

MTP-X
N

C

c,N = 0,35 +

0,5 · c Ccr,N

+ 0,15 · c2 <_ 1 C2
cr,N

Influence of reinforcements re,N

MTP-X

re,N

M8

M10

M12

M16

M20

0,74

0,80

0,85

0,93

1,00

*This factor only applies for a high density of reinforcements. If in the area of the anchor there are reinforcements
with a distancing of 150 mm (any diameter) or with a diameter 10 mm and a distancing of 100 mm, a fre,N = 1 factor may be applied.

Influence of base material thickness h,sp

MTP-X

h,sp

h/hef 2,00 2,20 2,40 2,60 2,80 3,00 3,20 3,40 3,60 3,68

h,sp 1,00 1,07 1,13 1,19 1,25 1,31 1,37 1,42 1,48 1,50

( ) = h,sp

h

2/3
<_ 1,5

2 · hef

re,N = 0,5 +

hef 200

<_ 1

h

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MT TECHNICAL GUIDE Through-bolt anchor for heavy duty

MECHANICAL ANCHORS

MTP-X

SHEAR LOADS

· Steel design resistance without lever arm: VRd,s

· Pry-out design resistance:

VRd,cp = k · NºRd,c

· Concrete edge design resistance:

V = Vº ·

·

Rd,c

Rd,c b se,V c,V re,V

· ,V h,V

Size VRd,s

Steel design resistance

VRd,s

M8

M10

M12

M16

M20

[kN]

8,8

13,9

20,2

37,7

58,5

Pry-out design resistance*

VRd,cp = k · NºRd,c

Size

M8

M10

M12

M16

M20

k

1

2

NºRd,c Concrete cone design resistance for tension loads

Concrete edge resistance

V = Vº ·

·

Rd,c

Rd,c b se,V c,V re,V

,V h,V

Size

M8

M10

M12

M16

M20

Non-cracked concrete [kN]

6,2

VºRd,c Cracked concrete

[kN]

4,4

8,9

11,5

15,9

20,8

6,3

8,2

11,3

14,7

V V V

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MECHANICAL ANCHORS

MT TECHNICAL GUIDE
Through-bolt anchor for heavy duty

Coefficients of influence

Influence of concrete strength in concrete edge failure b

M8

M10

M12

M16

M20

C 20/25

1,00

C 30/37

1,22

b

C 40/50

1,41

C 50/60

1,55

MTP-X

b =

fck,cube >_ 1 25

Influence of edge distance and spacing se,V
FOR ONE ANCHOR ONLY c/hef 0,50 0,75 1,00 1,25 1,50 1,75 2,00 2,25 2,50 2,75 3,00 3,25 3,50 3,75 4,00 4,50 5,00 Isolated 0,35 0,65 1,00 1,40 1,84 2,32 2,83 3,38 3,95 4,56 5,20 5,86 6,55 7,26 8,00 9,55 11,18
FOR TWO ANCHORS c/hef 0,50 0,75 1,00 1,25 1,50 1,75 2,00 2,25 2,50 2,75 3,00 3,25 3,50 3,75 4,00 4,50 5,00 1,0 0,24 0,43 0,67 0,93 1,22 1,54 1,89 2,25 2,64 3,04 3,46 3,91 4,37 4,84 5,33 6,36 7,45 1,5 0,27 0,49 0,75 1,05 1,38 1,74 2,12 2,53 2,96 3,42 3,90 4,39 4,91 5,45 6,00 7,16 8,39 2,0 0,29 0,54 0,83 1,16 1,53 1,93 2,36 2,81 3,29 3,80 4,33 4,88 5,46 6,05 6,67 7,95 9,32 2,5 0,32 0,60 0,92 1,28 1,68 2,12 2,59 3,09 3,62 4,18 4,76 5,37 6,00 6,66 7,33 8,75 10,25 3,0 0,35 0,65 1,00 1,40 1,84 2,32 2,83 3,38 3,95 4,56 5,20 5,86 6,55 7,26 8,00 9,55 11,18

S

C

V

( ) = se,V

c 1,5 hef

V

( ) ( ) ( ) = se,V

c

1,5
· 1+

s

hef

3 · c

· 0,5

c 1,5 hef

s/c

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MT TECHNICAL GUIDE Through-bolt anchor for heavy duty

MTP-X

C

V

( ) c,V =

d 0,20 c

c [mm] 40 45 50 55 60 65 70 80 85 90 100 105 110 120 125 130 135 140 150 160 170 175 180 190 200 210 220 230 240 250 260 270 280 290 300

MECHANICAL ANCHORS

Influence of concrete edge distance c,V

MTP-X

M8

M10

M12

M16

M20

0,69

Invalid value

0,68

0,67

0,70

0,66

0,69

0,71

0,65

0,68

0,70

0,63

0,66

0,68

0,62

0,65

0,68

0,72

0,62

0,64

0,67

0,71

0,60

0,63

0,65

0,69

0,72

0,60

0,62

0,65

0,69

0,72

0,59

0,62

0,64

0,68

0,71

0,58

0,61

0,63

0,67

0,70

0,58

0,60

0,63

0,66

0,69

0,57

0,60

0,62

0,66

0,69

0,57

0,59

0,62

0,65

0,68

0,56

0,59

0,61

0,65

0,68

0,56

0,58

0,60

0,64

0,67

0,55

0,57

0,60

0,63

0,66

0,54

0,57

0,59

0,62

0,65

0,54

0,56

0,59

0,62

0,65

0,54

0,56

0,58

0,62

0,64

0,53

0,55

0,58

0,61

0,64

0,53

0,55

0,57

0,60

0,63

0,52

0,54

0,56

0,60

0,62

0,52

0,54

0,56

0,59

0,62

0,51

0,53

0,55

0,59

0,61

0,51

0,53

0,55

0,58

0,61

0,50

0,53

0,54

0,58

0,60

0,50

0,52

0,54

0,57

0,60

0,49

0,52

0,54

0,57

0,59

0,49

0,51

0,53

0,56

0,59

0,49

0,51

0,53

0,56

0,59

0,48

0,51

0,53

0,56

0,58

12

REV6

MECHANICAL ANCHORS

MT TECHNICAL GUIDE
Through-bolt anchor for heavy duty

Non-cracked concrete Cracked concrete

Influence of reinforcements re,V

Without perimetral reinforcements

Perimetral reinforcements
Ø12 mm

1

1,2

Perimetral reinforcements with brackets 100 mm
1
1,4

Influence of load application angle ,V Angle, (º) 0° 10° 20° 30° 40° 50° 60° 70° 80° 90°
1,00 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50
,V

0º

V 90º

,V =

1

_ 1

( ) (cos

)v 2 +

sin v 2 2,5

c

Influence of base material thickness h,V MTP-X

h/c 0,15 0,30 0,45 0,60 0,75 0,90 1,05 1,20 1,35 1,5

h,V

0,32 0,45 0,55 0,63 0,71 0,77 0,84

0,89

0,95

1,00 V

c h

( ) h,V =

h

0,5

_ 1,0

1,5 · c

REV6

13

MT TECHNICAL GUIDE Through-bolt anchor for heavy duty

MECHANICAL ANCHORS

MTP-X

FIRE RESISTANCE

Characteristic Resistance*

TENSION

SHEAR

M8

M10

M12

M16

M20

M8

M10

M12

M16

M20

RF30

0,4

0,9

1,7

3,1

4,9

0,4

0,9

1,7

3,1

4,9

RF60

0,3

0,8

1,3

2,4

3,7

0,3

0,8

1,3

2,4

3,7

RF90

0,3

0,6

1,1

2,0

3,2

0,3

0,6

1,1

2,0

3,2

RF120

0,2

0,5

0,8

1,6

2,5

0,2

0,5

0,8

1,6

2,5

*The safety factor for design resistance under fire exposure is M,fi=1 (in abscence of other national regulations). As a eresult the Characteristic Resistance is the same as Design Resistance.

Maximum Load Recommended

TENSION

SHEAR

M8

M10

M12

M16

M20

M8

M10

M12

M16

M20

RF30

0,3

0,6

1,2

2,2

3,5

0,3

0,6

1,2

2,2

3,5

RF60

0,2

0,6

0,9

1,7

2,6

0,2

0,6

0,9

1,7

2,6

RF90

0,2

0,4

0,8

1,4

2,3

0,2

0,4

0,8

1,4

2,3

RF120

0,1

0,4

0,6

1,1

1,8

0,1

0,4

0,6

1,1

1,8

RANGE

Code · APX08050

Seismic assessment
–

Size

Maximum thickness of fixture

Axle letter (length)

M8 x 50 Ø8

2

A 100 800

APX08075

C1

M8 x 75 Ø8

9

C 100 600

APX08080

C1

M8 x 80 Ø8

14

D 100 600

APX08095

C1

M8 x 95 Ø8

29

E 100 600

APX08115

C1

M8 x 115 Ø8

49

G 100 400

APX10090

C1&C2

M10 x 90 Ø10

10

E 100 400

APX10105

C1&C2 M10 x 105 Ø10 25

F

50 300

APX10115

C1&C2 M10 x 115 Ø10 35

G

50 200

APX10135

C1&C2 M10 x 135 Ø10 55

H

50 200

APX10165

C1&C2 M10 x 165 Ø10 85

K

50 200

APX10185

C1&C2 M10 x 185 Ø10 105 L

50 150

· APX12080

–

M12 x 80 Ø12

4

D

50 300

APX12100

C1&C2 M12 x 100 Ø12

4

E

50 200

APX12110

C1&C2 M12 x 110 Ø12 14

F

50 200

Code

Seismic assessment

Size

Maximum thickness of fixture

Axle letter (length)

APX12120

C1&C2 M12 x 120 Ø12 24

G

50 200

APX12130

C1&C2 M12 x 130 Ø12 34

H

50 200

APX12150

C1&C2 M12 x 150 Ø12 54

I

50 100

APX12180

C1&C2 M12 x 180 Ø12 84

L

50 150

APX12200

C1&C2 M12 x 200 Ø12 104 M

50 150

APX12220

C1&C2 M12 x 220 Ø12 124 O

25 50

APX12255

C1&C2 M12 x 255 Ø12 159 R

25 50

APX16145

C1

M16 x 145 Ø16 28

I

25 100

APX16175

C1

M16 x 175 Ø16 58

K

25 50

APX16220

C1

M16 x 220 Ø16 103 O

25

50

APX16250

C1

M16 x 250 Ø16 133 Q

25

50

APX20170

C1&C2 M20 x 170 Ø20 32

K

20 40

APX20200

C1&C2 M20 x 200 Ø20 62

M

20 40

· Non assessed sizes. Resistance values and installation data are not applicable to these references. For further information, please contact Technical Department.

14

REV6