Datasheet
Bolt anchor FAZ II, FAZ II K and FAZ II GS (HBS)
zinc plated steel / stainless steel / high corrosion resistant steel
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 γ
L
= 1.4 are considered. As an single anchor counts e.g. an anchor with a spacing s ≥ 3 × h
ef
and an
edge distance c ≥ 1.5 × h
ef
. 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.
Permissible loads of a single anchor in cracked normal concrete (concrete tension zone) of strength class C20/25 (∼ B25)
1) 2) 3) 9)
Minimum spacings while
reducing the load
Type Material
fixing
element
Min.
member
thickness
Effective
anchorage
depth
Installation
torque
Permissible
tension load
Permissible
shear load
Required edge distance
(with one edge)
for
Required
spacing
for
Min.
spacing
Min.
edge distance
Max. tension load Max. shear load Max. load
h
min
h
ef
4)
T
inst
N
perm
6)
V
perm
6)
c c s
cr
s
min
7)
c
min
7)
[mm] [mm] [Nm] [kN] [kN] [mm] [mm] [mm] [mm] [mm]
FAZ II 6
gvz
80 40 8 0,7
3,4
45
80
120 35 45
A4
5,0 125
C
FAZ II 8
gvz
80 35
5)
20
2,6
7,8
40 200 105
35 40
90 45 3,8 45 185 135
A4
80 35
5)
2,6 8,9 40
235
105
90 45 3,8 9,6 45 135
C
80 35
5)
2,6 8,9 40 105
90 45 3,8 9,6 45 135
FAZ II 10
gvz
90 40
45
4,3 11,3 60 275 120
40 45
110 60 6,2 12,2 65 255 180
A4
90 40 4,3 11,3 60 275 120
110 60 6,2 15,1 65 325 180
C
90 40 4,3 11,3 60 275 120
110 60 6,2 15,1 65 325 180
FAZ II 12
gvz
100 50
60
6,1
17,5
75 400 150
50 55
120 70 9,5 100 350 210
A4
100 50 6,1 18,8 75 435 150
120 70 9,5 21,9 100 450 210
C
100 50 6,1 18,8 75 435 150
120 70 9,5 21,9 100 450 210
FAZ II 16
gvz
140
65
110
9,0 28,7 100 545 195
65 65
85 13,4 31,4 130 585 255
A4
65 9,0 28,7 100 545 195
85 13,4 39,9 130 760 255
C
65 9,0 28,7 100 545 195
85 13,4 39,9 130 760 255
FAZ II 20
gvz
170 100 200 17,1 44,6 150 745 300 95 85A4
C
FAZ II 24
gvz
210 125 270 24,0 57,5 170 840 375 100 100
A4
C
Loads
Cracked concrete