International Catalogue

Injection non-cracked concrete with FIS A
LOADS
Injection system FIS VT with threaded rod FIS A (grade 5.8)
Highest permissible loads for a single anchor 1) 6) in concrete C20/25 4)
For the design the complete approval ETA - 08/0061 has to be considered.
Non-cracked concrete
Type
Minimum effective
anchorage depth
Maximum effective
anchorage depth
Minimum member
thickness
Installation
torque
Permissible
tensile load
Permissible
shear load
Min.
spacing
Min.
edge distance
h ef,min h ef,max h min T inst
3)
N perm
3)
V perm
2)
s min
2)
c min
FIS A M8
FIS A M10
FIS A M12
FIS A M16
FIS A M20
FIS A M24
FIS A M30
[mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm]
64 100 10,0 6,1 5,1 40 40
96 130 10,0 9,1 5,1 40 40
80 110 20,0 9,5 8,0 45 45
120 150 20,0 14,2 8,0 45 45
96 130 40,0 13,6 12,0 55 55
144 180 40,0 20,5 12,0 55 55
125 160 60,0 21,2 21,7 65 65
192 230 60,0 32,6 21,7 65 65
160 210 120,0 31,9 34,3 85 85
240 290 120,0 47,9 34,3 85 85
192 250 150,0 43,1 49,1 105 105
288 345 150,0 64,6 49,1 105 105
240 310 300,0 62,8 78,3 140 140
360 430 300,0 94,2 78,3 140 140
1)
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s ≥ 3 x h ef and an edge distance c ≥ 1,5 x h ef . Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6)
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
Chemical fixings
LOADS
Injection system FIS VT with threaded rod FIS A A4 (grade A4-70)
Highest permissible loads for a single anchor 1) 6) in concrete C20/25 4)
For the design the complete approval ETA - 08/0061 has to be considered.
Non-cracked concrete
Type
Minimum effective
anchorage depth
Maximum effective
anchorage depth
Minimum member
thickness
Installation
torque
Permissible
tensile load
Permissible
shear load
Min.
spacing
Min.
edge distance
h ef,min h ef,max h min T inst
3)
N perm
3)
V perm
2)
s min
2)
c min
FIS A M8 A4
FIS A M10 A4
FIS A M12 A4
FIS A M16 A4
FIS A M20 A4
FIS A M24 A4
FIS A M30 A4
[mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm]
64 100 10,0 6,1 6,0 40 40
96 130 10,0 9,1 6,0 40 40
80 110 20,0 9,5 9,2 45 45
120 150 20,0 14,2 9,2 45 45
96 130 40,0 13,6 13,7 55 55
144 180 40,0 20,5 13,7 55 55
125 160 60,0 21,2 25,2 65 65
192 230 60,0 32,6 25,2 65 65
160 210 120,0 31,9 39,4 85 85
240 290 120,0 47,9 39,4 85 85
192 250 150,0 43,1 56,3 105 105
288 345 150,0 64,6 56,3 105 105
240 310 300,0 62,8 89,7 140 140
360 430 300,0 94,2 89,7 140 140
1)
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s ≥ 3 x h ef and an edge distance c ≥ 1,5 x h ef . Accurate data see approval.
2)
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6)
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
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