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FAZ II metal anchor for cracked concrete

fischer
Bolt anchor FAZ II
The power anchor for highest demands

NEW


Bolt anchor FAZ II
For highest demands
Powerful and flexible
The distinctive edge holds the
expansion clip in position even
with reinforcement hits, thus
ensuring safe installation.

With a choice of pre-assembled normal washer
or large washer GS and with washer HBS in
compliance with wood construction standard
DIN 1052 (not pre-assembled).

The protruding hammer-in pin

protects the thread from damage
during setting.

NEW

The eight new sizes of the special cap
nut version (M10 and M12) can be
used for the application on
sophisticated design. They are also
implemented in the ETA assessment.

The interaction of cone and expansion clip significantly
increases load-bearing capacity and makes minimum
edge distance and axial spacing possible.

NEW

Variable embedment depths
Enables most accurate adaption on the loads (M 8 - M 16).
1

hef, max

30 mm
1

Permissible loads may be calculated for embedment depth between
40 mm and 60 mm.

Variable
2

hef, min

 aximum load with maximum embedment depth FAZ II 10 A4
M
60 mm embedment depth = maximum permissible tension load of
6.2 kN and shear load of 15.1 kN.

2



30 mm

Fast installation thanks to minimum embedment depth FAZ II 10 A4
40mm embedment depth = permissible tension load of 4.3 kN and shear
load of 11.3 kN.
Your advantages at a glance


With the new ETA assessment for Option 1 the tension loads are
increased up to 10% and the shear loads up to 17%. So fewer
and smaller anchors are required.



The minimum embedment depth (see example) makes
considerably shorter drill hole depths possible, thus provides a
noticeably faster installation and less rebar hits.



The new cup nut, not only gives the option for a better and
refined optical design but also, ensures an accident free
installation.



FAZ II 6: First bolt anchor with drill-hole diameter 6 mm and ETA
Option 1 worldwide, for safe and approved anchorage.

Powerful and flexible
The FAZ II is suitable for pre-positioned and push-through
installation and is also ideal for stand-off installation.





Experts report for use in concrete C12/15 and C80/95.

The assessment document covers the use of hollow drills and
diamond drills.



NEW

Approvals

ETA-05/0069
ETAG 001
Option 1 for cracked concrete
seismic performance category C1, C2

(only FAZ II C)

SE

IS MIC


Bolt anchor FAZ II K
For highest demands
Short and practical
The 12 sizes of FAZ II K in zinc-plated or
stainless steel versions can be used up
to a fixture thickness of 20 mm.

The shorter bolt with minimum embedment depth is
the economic choice for numerous applications such
as the fixing of cable trays and substructures for façades.

With a choice of normal
washer or large washer GS.

Short and practical

Your advantages at a glance

The FAZ II K is suitable for pre-positioned and push-through
installation.



The small drill hole depth of the K-version speeds up installation
even further and reduces the number of reinforcement hits.





The properties of the FAZ II K considerably minimise the drilling
effort and the hammer blows required to drive in the bolt anchor,
saving energy and installation time.



The tried-and-trusted expansion clip ensures a high load-bearing
capacity even with minimum embedment depth. This guarantees
an unbeatable price-performance ratio.

Approvals

Recommendation


ETA-15/0352
EAD 330011-00-0601
Option 1 for cracked concrete

SE

seismic performance category C1, C2

Drill-hole preparation
1

Create drill hole

IS MIC

Suitable for the following
building materials:
- Cracked concrete
- Uncracked concrete

Push through installation with hexagon nut
2

Clean drill hole

3

Drive in anchor

4

Apply installation torque

5

Finished!

Push trough installation of the cup nut version with setting gauge
3

Set the fastener

4

Check offset

5

Turn on cup nut

6

Apply installation torque

7

Finished!


Applications
Typical anchorage solutions for different
building segments
Metal construction

Railings


With maximum embedment depth
for maximum loads and minimum
edge distance and axial spacing in
cracked concrete



For applications with sophisticated
design, visually appealling

e. g. FAZ II 10/10 H A4



With minimum embedment
depth for use in thin concrete
members from 80 mm thickness



With minimum embedment
depth for minimum loads or
shallow component thicknesses



27% less drilling effort compared with the maximum version
and significantly fewer reinforcement hits

e. g. FAZ II 10/10 K A4

Façade construction

Façade substructure


With maximum embedment depth
for heavy-duty façade substructures



In stainless steel



Version FAZ II GS for the even
better alignment of brackets with
long holes

e. g. FAZ II 12/10 GS A4

e. g. FAZ II 10/10 K A4

Timber construction

Railings

Tension anchor


With maximum embedment
depth, ideal for anchoring
sleepers/beams



With minimum embedment
depth but without load
reduction



Also ideal for extreme usable
lenghts





With extra-large washer version
HBS in accordance with wood
construction standard DIN 1052

27% less drilling effort (in
comparison to maximum
version)



With minimum embedment
depth but without load
reduction



27% less drilling effort towards
the maximum version and far
fewer reinforcement hits

e. g. FAZ II 12/100 HBS

e. g. FAZ II 10/10 K GS

Sanitary / Heating / Electric

Pipe routes

Cable trays

e. g. FAZ II 6/10



Suitable for fixing of pipe hangers,
metal profiles or mounting rails



Approved for single point
anchorings

e. g. FAZ II 10/10 K


Applications
Design examples
Processing of thin or slim components, balcony railings under thin concrete plate

Basic conditions
90 mm



Fixing to the underside of the balcony



Rail load

0.5 kN/m



Length of balcony

2500 mm



Rail height

1000 mm

100 mm
b/d =
160/180

Installation of cable trays with suspended supports

Basic conditions

fischer

Competitor

FAZ II 10/10 K
8.6 kN per anchor plate
with 40 mm embedment depth
and 55 mm drill hole depth

Competitive product M 10/10
8.6 kN per anchor plate
with 60 mm embedment depth
and 75 mm drill hole depth



Cable trays



2 anchors per anchor plate



Distance between anchors 140 mm



Distance between the suspended supports 2500 mm



Anchor plate 100 x 200 mm



Thickness of concrete ceiling 200 mm

Advantages of the short version of the fischer bolt anchor FAZ II 10/10 K


27% less drilling effort



Fewer reinforcement hits



Significantly faster installation


Range

h2
hef, max.

t fix
M

max.

M

min.

hef, min.

t fix

h2

Bolt anchor FAZ II (maximum version)

Steel,
stainless
zinc-plated
steel

Item

FAZ II 6/10
FAZ II 6/20
FAZ II 8/10
FAZ II 8/10
FAZ II 8/30
FAZ II 8/30
FAZ II 8/50
FAZ II 8/100
FAZ II 8/160
FAZ II 10/10
FAZ II 10/10
FAZ II 10/20
FAZ II 10/20
FAZ II 10/30
FAZ II 10/30
FAZ II 10/30
FAZ II 10/50
FAZ II 10/70
FAZ II 10/80
FAZ II 10/100
FAZ II 10/160
FAZ II 12/10
FAZ II 12/10
FAZ II 12/20
FAZ II 12/30
FAZ II 12/30
FAZ II 12/50
FAZ II 12/60
FAZ II 12/80
FAZ II 12/100
FAZ II 12/160

Approval

highly
corrosionresistant
steel

gvz

A4

C

ETA

ICC

542621
542622
94871

94877

94878
94879
503251
94981

94982

94983


94984

94985
94986
503252
95419

95420
95421

95446

95454
95470
503253

542623
542624
501396

501399

501401


501403


501406

501407

501409
501410

501411
501412
501413

501415
501416

501419
501420

501421





501428

501429




501430




503185






503186


501431









































1) Only with maximum embedment depth
2) With minimum embedment depth only for statically interdeterminate systems































Seismic
C1/C21)

Art.-No.



C1
C1
C1
C1
C1
C1
C1
C1/C2
C1
C1/C2
C1/C2
C1/C2
C1/C2
C1
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1
C1/C2
C1/C2
C1
C1/C2
C1/C2
C1/C2
C1/C2


Drill
Min. drill Anchor Maximum embedment Minimum embedment
diameter hole depth length depth with respective depth with respective
usable length
for pushusable length
through
installation

Thread

Sales
unit

do

h2

l

hef, max.

tfix

hef, min.

tfix

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

[pcs]

6
6
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
12
12
12
12
12
12
12
12
12
12

60
70
65
65
85
85
105
155
215
85
85
95
95
105
105
105
125
145
155
175
235
100
100
110
120
120
140
150
170
190
250

65
75
75
75
95
95
115
165
225
95
95
105
105
115
115
115
135
155
165
185
245
110
110
120
130
130
150
160
180
200
260

40
40
45
45
45
45
45
45
45
60
60
60
60
60
60
60
60
60
60
60
60
70
70
70
70
70
70
70
70
70
70

10
20
10
10
30
30
50
100
160
10
10
20
20
30
30
30
50
70
80
100
160
10
10
20
30
30
50
60
80
100
160



352)
352)
352)
352)
352)
352)
352)
40
40
40
40
40
40
40
40
40
40
40
40
50
50
50
50
50
50
50
50
50
50



20
20
40
40
60
110
170
30
30
40
40
50
50
50
70
90
100
120
180
30
30
40
50
50
70
80
100
120
180

M 6 x 25
M 6 x 35
M 8 x 38
M 8 x 38
M 8 x 58
M 8 x 58
M 8 x 78
M 8 x 128
M 8 x 100
M 10 x 53
M 10 x 53
M 10 x 63
M 10 x 63
M 10 x 73
M 10 x 73
M 10 x 73
M 10 x 93
M 10 x 113
M 10 x 123
M 10 x 143
M 10 x 193
M 12 x 61
M 12 x 61
M 12 x 71
M 12 x 81
M 12 x 81
M 12 x 101
M 12 x 111
M 12 x 131
M 12 x 151
M 12 x 186

50
50
50
10
50
10
50
25
20
50
10
25
50
25
50
10
20
20
20
20
20
20
10
20
20
10
20
20
20
20
10



x length


Range

h2
hef, max.

t fix
M

max.

M

min.

hef, min.

t fix

h2

Bolt anchor FAZ II (maximum version) / bolt anchor FAZ II H (cap nut version)

Steel,
stainless
zinc-plated
steel

Item

FAZ II 12/160
FAZ II 12/200
FAZ II 16/5
FAZ II 16/5
FAZ II 16/25
FAZ II 16/25
FAZ II 16/50
FAZ II 16/50
FAZ II 16/60
FAZ II 16/100
FAZ II 16/160
FAZ II 16/200
FAZ II 16/250
FAZ II 16/300
FAZ II 20/30
FAZ II 20/30
FAZ II 20/60
FAZ II 20/60
FAZ II 20/160
FAZ II 24/30
FAZ II 24/30
FAZ II 24/60
FAZ II 24/60
FAZ II 10/10 H 2)
FAZ II 10/20 H 2)
FAZ II 12/10 H 2)
FAZ II 12/20 H 2)

gvz


95605
522124


95836
95864


95865
503254
95967
95968
96188
46632

46633

503255
46635

46636

543392
543393
543394
543395

1) Only with maximum embedment depth
2) Available from spring 2018

A4

Approval

highly
corrosionresistant
steel
C

503180





522125

501423


501432

503187
501424

532570

501425











501426



503183





501427



503184

543396

543397

543398

543399


ETA

ICC


























































Drill
Min. drill Anchor Maximum embedment Minimum embedment
diameter hole depth length depth with respective depth with respective
usable length
for pushusable length
through
installation

Thread

Sales
unit

Seismic
C1/C21)

Art.-No.

do

h2

l

hef, max.

tfix

hef, min.

tfix

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

[pcs]



C1/C2
C1/C2
C1/C2
C1
C1
C1/C2
C1/C2
C1/C2
C1/C2



C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1
C1
C1
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2

12
12
16
16
16
16
16
16
16
16
16
16
16
16
20
20
20
20
20
24
24
24
24
10
10
12
12

250
290
115
115
135
135
160
160
170
210
270
310
360
410
155
155
185
185
285
185
185
215
215
87
97
98.5
108.5

260
300
128
128
148
148
173
173
183
223
283
323
373
423
172
172
202
202
302
205
205
235
235
95
105
109
119

70
70
85
85
85
85
85
85
85
85
85
85
85
85
100
100
100
100
100
125
125
125
125
60
60
70
70

160
200
5
5
25
25
50
50
60
100
160
200
250
300
30
30
60
60
160
30
30
60
60
10
20
10
20

50
50
65
65
65
65
65
65
65
65
65
65
65
65









40
40
50
50

180
220
25
25
45
45
70
70
80
120
180
220
270
320









30
40
30
40

M 12 x 186
M 12 x 186
M 16 x 64
M 16 x 64
M 16 x 84
M 16 x 84
M 16 x 109
M 16 x 109
M 16 x 119
M 16 x 159
M 16 x 189
M 16 x 189
M 16 x 100
M 16 x 100
M 20 x 54
M 20 x 54
M 20 x 84
M 20 x 84
M 20 x 100
M 24 x 58
M 24 x 58
M 24 x 88
M 24 x 88
M 10 x 53
M 10 x 63
M 12 x 61
M 12 x 71

20
10
10
20
10
10
10
20
20
10
10
10
10
10
5
4
5
4
5
5
4
5
4
20
20
20
20



x length


Range

h2
tfix

hef, max.

M

M

tfix

hef, min.
h2

Bolt anchor FAZ II GS (with large washer) / FAZ II HBS (washer compliant to timber construction standard DIN 1052)
Art.-No.

Approval

Drill
diameter

Item

FAZ II 8/10 GS
FAZ II 8/30 GS
FAZ II 10/10 GS
FAZ II 10/30 GS
FAZ II 10/30 GS
FAZ II 12/10 GS
FAZ II 12/20 GS
FAZ II 12/30 GS
FAZ II 12/50 GS
FAZ II 12/80 GS
FAZ II 12/100 GS
FAZ II 12/100 GS
FAZ II 12/120 GS
FAZ II 12/120 GS
FAZ II 12/140 GS
FAZ II 12/160 GS
FAZ II 12/160 GS
FAZ II 12/180 GS
FAZ II 12/200 GS
FAZ II 16/160 GS
FAZ II 16/160 GS
FAZ II 16/200 GS
FAZ II 12/100 HBS
FAZ II 12/120 HBS
FAZ II 16/160 HBS
FAZ II 16/200 HBS

gvz

A4

ETA

94872
96189
96291
96297

96303
502530
96340
502531
538430
502532
538702
96367
538703
538433
538431

538434
538432
503261

96370
522951
522952
522953
522954

501398
501400
501405

501408
501414

501418








503181



503182

































Seismic
C1/C21)

Steel,
stainless
zinc-plated steel

C1
C1
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2

C1/C2
C1/C2
C1/C2
C1/C2

C1/C2
C1/C2
C1/C2


1) Only with maximum embedment depth
2) With minimum embedment depth only for statically interdeterminate systems

Anchor
Min.
drill hole
length
depth for
push-through
installation

Maximum embedment
depth with respective
usable length

Minimum embedment
depth with respective
usable length

do

h2

l

hef, max.

tfix

hef, min.

tfix

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

[mm]

10
30
10
30
30
10
20
30
50
80
100
100
120
120
140
160
160
180
200
160
160
200
100
120
160
200

35 2)

20
40
30
50
50
30
40
50
70
100
120
120
140
140
160
180
180
200
220
180
180
220
120
140
180
220

8
8
10
10
10
12
12
12
12
12
12
12
12
12
12
12
12
12
12
16
16
16
12
12
16
16

65
85
85
105
105
100
110
120
140
170
190
190
210
210
230
250
250
270
290
270
270
310
190
210
270
310

75
95
95
115
115
110
120
130
150
180
200
200
220
220
240
260
260
280
300
283
283
323
205
225
278
328

45
45
60
60
60
70
70
70
70
70
70
70
70
70
70
70
70
70
70
85
85
85
70
70
85
85

35 2)
40
40
40
50
50
50
50
50
50
50
50
50
50
50
50
50
50
65
65
65
50
50
65
65

Thread



Washer Sales
unit
(outer
diameter x
thickness)

x length
[mm]

[mm]

M 8 x 38 22 x 2.5
M 8 x 58 22 x 2.5
M 10 x 53
25 x 3
M 10 x 73
25 x 3
M 10 x 73
25 x 3
M 12 x 61
30 x 3
M 12 x 71
30 x 3
M 12 x 81
30 x 3
M 12 x 101 30 x 3
M 12 x 131 44 x 4
M 12 x 151 30 x 3
M 12 x 151 44 x 4
M 12 x 171 30 x 3
M 12 x 171 44 x 4
M 12 x 186 44 x 4
M 12 x 186 44 x 4
M 12 x 186 44 x 4
M 12 x 186 44 x 4
M 12 x 186 44 x 4
M 16 x 189 56 x 5
M 16 x 100 56 x 5
M 16 x 189 56 x 5
M 12 x 151 58 x 6
M 12 x 171 58 x 6
M 16 x 189 68 x 6
M 16 x 189 68 x 6

[pcs]

50
50
50
25
50
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10
4
10
20
20
10
10


Range

h2

t fix

M

hef, min.

Bolt anchor FAZ II K / FAZ II K GS (short version)
Art.-No.

Item

FAZ II 8/5 K
FAZ II 10/10 K
FAZ II 10/20 K
FAZ II 10/20 K
FAZ II 12/10 K
FAZ II 12/20 K
FAZ II 10/10 K GS
FAZ II 12/10 K GS

gvz

A4

ETA

538989
522108
522110

522118
522119
522115
522121

538990
522116

522117
522122
522123













C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2
C1/C2

1) With minimum embedment depth only for statically interdeterminate systems

Washer
(outer
diameter x
thickness)

Sales unit

[mm]

[mm]

[pcs]

M 8 x 23
M 10 x 33
M 10 x 43
M 10 x 43
M 12 x 41
M 12 x 51
M 10 x 33
M 12 x 41

16 x 1.6
20 x 2.0
20 x 2.0
20 x 2.0
24 x 2.5
24 x 2.5
25 x 3.0
30 x 3.0

50
50
25
50
20
20
50
20

Min.
drill hole
depth for
push-through
installation

Anchor
length

do

h2

l

hef, min.

tfix

dia. x length

[mm]

[mm]

[mm]

[mm]

[mm]

60
75
85
85
90
100
75
90

35 1)

5
10
20
20
10
20
10
10

8
10
10
10
12
12
10
12

45
65
75
75
80
90
65
80

Minimum embedment
depth with respective
usable length

Thread

Nominal drill
diameter

stainless
steel
Seismic
C1/C2

Steel,
zinc-plated

Approval

40
40
40
50
50
40
50


Loads
Non-cracked concrete
Bolt anchor FAZ II, FAZ II K and FAZ II GS (HBS)
zinc plated steel / stainless steel / high corrosion resistant steel
Permissible loads of a single anchor in non-cracked normal concrete (concrete compression zone) of strength class C20/25 (∼ B25) 1) 2) 3)

Minimum spacings while
reducing the load

Type

Min.
spacing

Min.
edge distance

Material
fixing
element

Min.
member
thickness

Effective
anchorage
depth

Installation
torque

Permissible
tension load

Permissible
shear load

hmin

hef 4)

Tinst

Nperm 6)

Vperm 6)

[mm]

[mm]

[Nm]

[kN]

[kN]

[mm]

[mm]

3,6

3,4

45

55

5,0

5,0

50

85

85
80
85
80
85
80
80
75
80
75
80
75
100
80
100
80
100
80
130
170
130
170
130
170

140
125
175
160
175
160
205
175
260
220
260
220
275
240
350
305
350
305
410
400
535
520
535
520

gvz

FAZ II 6

A4

80

40

80
90
80
90
80
90
90
110
90
110
90
110
100
120
100
120
100
120

35 5)
45
35 5)
45
 35 5)
45
40
60
40
60
40
60
50
70
50
70
50
70
65
85
65
85
65
85

8

C
gvz

FAZ II 8

A4
C
gvz

FAZ II 10

A4
C
gvz

FAZ II 12

A4
C

gvz
FAZ II 16

A4

140

C

20

45

60

110

5,0
6,7
5,0
6,7
5,0
6,7
6,1
9,5
6,1
9,5
6,1
9,5
8,5
10,5
8,5
10,5
8,5
10,5
12,6
18,8
12,6
18,8
12,6
18,8

gvz
FAZ II 20

A4

170

100

200

24,0

gvz
A4

9,6

12,2

15,1

17,5

21,9

31,4

39,9

Required
spacing
for

Max. tension load Max. shear load
c
c

Max. load
scr

smin 7)

cmin 7)

[mm]

[mm]

[mm]

120

35

45

40

40

40

45

50

55

65

65

300

95

95

375

100

135

46,5

C

FAZ II 24

7,8

Required edge distance
(with one edge)
for

60,7

530
230

62,9
210

125

270

33,6

C
For the design the complete assessment ETA-05/0069, issue date 03.07.2017 has to be considered. 8)
1) The partial safety factors for material resistance as regulated in the ETA as well as a partial safety factor for
load actions of γL = 1.4 are considered. As an single anchor counts e. g. an anchor with a spacing s ≥ 3 ×hef
and an edge distance c ≥ 1.5 × hef. Accurate data see ETA.
2) F or higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3) D rill method hammer drilling resp. hollow drilling. For further allowable drill methods see ETA.
4) E ff. anchorage depth: min. anchorage depth, max. anchorage depth

80,7

105
135
105
135
105
135
120
180
120
180
120
180
150
210
150
210
150
210
195
255
195
255
195
255

515
630

265

835

5) The anchorage depths smaller than 40 mm are only allowed for single anchors as part of a multiple fixing of
non-structural systems.
6) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings
(anchor groups) see ETA.
7) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
8) The given loads refer to the European Technical Assessment ETA-05/0069, issue date 03.07.2017. Design of
the loads according TR055/ETAG 001, Annex C, Method A (for static resp. quasi-static loads).


Loads
Cracked concrete
Bolt anchor FAZ II, FAZ II K and FAZ II GS (HBS)
zinc plated steel / stainless steel / high corrosion resistant steel
Permissible loads of a single anchor in cracked normal concrete (concrete tension zone) of strength class C20/25 (∼ B25) 1) 2) 3) 9)
Type

Material
fixing
element

Min.
member
thickness

Effective
anchorage
depth

Installation
torque

Permissible
tension load

Permissible
shear load

hmin

hef 4)

Tinst

Nperm 6)

Vperm 6)

[mm]

[mm]

[Nm]

[kN]

[kN]

A4

80

40

80
90
80
90
80
90
90
110
90
110
90
110
100
120
100
120
100
120

35 5)
45
35 5)
45
35 5)
45
40
60
40
60
40
60
50
70
50
70
50
70
65
85
65
85
65
85

8

0,7

C
gvz

FAZ II 8

A4
C
gvz

FAZ II 10

A4
C
gvz

FAZ II 12

A4
C

gvz
FAZ II 16

A4

Required
spacing
for

Max. tension load Max. shear load
c
c
[mm]

3,4

gvz

FAZ II 6

Required edge distance
(with one edge)
for

140

C

20

45

60

110

2,6
3,8
2,6
3,8
2,6
3,8
4,3
6,2
4,3
6,2
4,3
6,2
6,1
9,5
6,1
9,5
6,1
9,5
9,0
13,4
9,0
13,4
9,0
13,4

5,0

[mm]

Min.
spacing

Min.
edge distance

Max. load
scr

smin 7)

cmin 7)

[mm]

[mm]

[mm]

120

35

45

35

40

40

45

50

55

65

65

80
45

125
200
185

18,8
21,9
18,8
21,9
28,7
31,4
28,7
39,9
28,7
39,9

40
45
40
45
40
45
60
65
60
65
60
65
75
100
75
100
75
100
100
130
100
130
100
130

275
255
275
325
275
325
400
350
435
450
435
450
545
585
545
760
545
760

105
135
105
135
105
135
120
180
120
180
120
180
150
210
150
210
150
210
195
255
195
255
195
255

7,8
8,9
9,6
8,9
9,6
11,3
12,2
11,3
15,1
11,3
15,1
17,5

Minimum spacings while
reducing the load

235

gvz
FAZ II 20

A4

170

100

200

17,1

44,6

150

745

300

95

85

210

125

270

24,0

57,5

170

840

375

100

100

C
gvz
FAZ II 24

A4
C

For the design the complete assessment ETA-05/0069, issue date 03.07.2017 has to be considered.8)
1) The partial safety factors for material resistance as regulated in the ETA as well as a partial safety factor for load
actions of γL = 1.4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 × hef and an
edge distance c ≥ 1.5 × hef. Accurate data see ETA.
2) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
3) Drill method hammer drilling resp. hollow drilling. For further allowable drill methods see ETA.
4) Eff. anchorage depth: min. anchorage depth, standard anchorage depth, max. anchorage depth
5) The anchorage depths smaller than 40 mm are only allowed for single anchors as part of a multiple fixing of

non-structural systems.
6) For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances or spacings
(anchor groups) see ETA.
7) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
8) The given loads refer to the European Technical Assessment ETA-05/0069, issue date 03.07.2017. Design of
the loads according TR055/ETAG 001, Annex C, Method A (for static resp. quasi-static loads).
9) A reinforcement in the concrete to prevent splitting is required. The width of the cracks has to be limited under
consideration of the splitting forces at wk ∼ 0.3mm.


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505099 (5) · 07/2017 · V-MKS · Printed in Germany · Subject to technical modifications.

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