Solid brick Mz, acc. to EN 771-1
Vite per calcestruzzo UltraCut FBS II 8-14
Concrete screw UltraCut FBS II US/SK
Permissible loads
1)2)
for a single anchor in masonry for Push-through installation.
For the design the complete current assessment ETA-20/0134 of 14.07.2022 has to be considered.
Min. com-
pressive brick
strength
Brick raw
density
Minimum brick
dimensions
Nominal
anchorage
depth
Minimum
member
thickness
Maximum
Installation
torque
Permissible
tensile load
4)
Permissible
shear load
4)
parallel
6)
Minimum
spacing
5)
Minimum
edge
distance
5)
f
b
ρ
(L x W x H)
h
nom
h
min
T
3)
imp. max
N
perm
V
perm║
s
min║
/ s
min┴
C
min
Tipo
[N/mm2]
[kg/dm3]
[mm]
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
FBSII6
≥12.0
≥ 1.8
240 x 115 x 71
≥ 40
≥ 115
80
00.54.00
00.34.00
80
50
FBS II 6
FBS II 8
FBS II 8
FBS II 10
Solid brick Mz, nordic, acc. to EN 771-1
≥ 16.0
≥ 12.0
≥ 17.5
≥ 16.0
≥ 1.8
≥ 1.8
≥ 1.8
≥ 1.8
≥ 1.8
≥ 1.8
≥ 1.8
240 x 115 x 71
240 x 115 x 71
240 x 115 x 71
240 x 115 x 71
228 x 108 x 54
228 x 108 x 54
228 x 108 x 54
240 x 115 x 71
240 x 115 x 71
240 x 115 x 71
240 x 115 x 71
240 x 115 x 71
240 x 175 x 113
240 x 175 x 113
240 x 175 x 113
240 x 175 x 113
240 x 175 x 113
240 x 175 x 113
≥ 40
≥ 50
≥ 50
≥ 55
≥ 40
≥ 50
≥ 55
≥ 40
≥ 40
≥ 50
≥ 55
≥ 55
≥ 40
≥ 40
≥ 50
≥ 50
≥ 55
≥ 55
≥ 115
80
≥ 115
80
≥ 115
80
≥ 115
80
≥ 108
80
≥ 108
80
≥ 108
80
≥ 115
80
≥ 115
80
≥ 115
80
≥ 115
80
≥ 115
80
≥ 175
65
≥ 175
65
≥ 175
65
≥ 175
65
≥ 175
65
≥ 175
65
01.00.00
00.46.00
00.57.00
00.46.00
00.40.00
00.51.00
00.43.00
00.43.00
00.54.00
01.00.00
00.54.00
01.09.00
00.09.00
00.14.00
00.26.00
00.37.00
00.23.00
00.34.00
00.40.00
80
50
01.37.00
80
60
02.06.00
80
60
01.46.00
80
70
00.37.00
80
50
01.49.00
80
60
01.37.00
80
70
00.51.00
80
50
01.06.00
80
50
01.14.00
80
60
01.29.00
80
70
01.11.00
80
70
01.20.00
80
50
01.17.00
80
50
01.06.00
80
60
01.40.00
80
60
01.17.00
80
70
02.06.00
80
70
FBSII6
≥17.5
≥ 1.8
240 x 115 x 71
≥ 40
≥ 115
80
01.06.00
00.40.00
80
50
FBSII8
≥ 16.0
≥ 1.8
240 x 115 x 71
≥ 50
≥ 115
80
00.54.00
02.00.00
80
60
FBS II 10
≥12.0
≥ 1.8
240 x 115 x 71
≥ 55
≥ 115
80
00.40.00
01.26.00
80
70
FBS II 10
≥17.5
≥ 1.8
240 x 115 x 71
≥ 55
≥ 115
80
00.49.00
01.51.00
80
70
FBSII6
≥ 16.0
≥ 1.8
228 x 108 x 54
≥ 40
≥ 108
80
00.34.00
00.31.00
80
50
FBS II 6
FBS II 8
FBS II 10
≥ 20.0
≥ 20.0
≥ 20.0
FBSII8
≥ 16.0
≥ 1.8
228 x 108 x 54
≥ 50
≥ 108
80
00.46.00
01.34.00
80
60
FBS II 10
≥ 16.0
≥ 1.8
228 x 108 x 54
≥ 55
≥ 108
80
00.37.00
01.23.00
80
70
Solid sand-lime brick KS, acc. to EN 771-2
FBSII6
FBSII6
FBSII8
FBS II 10
FBS II 10
≥12.0
≥ 20.0
≥ 16.0
≥12.0
≥ 20.0
≥ 1.8
≥ 1.8
≥ 1.8
≥ 1.8
≥ 1.8
FBSII6
≥ 16.0
≥ 1.8
240 x 115 x 71
≥ 40
≥ 115
80
00.49.00
01.00.00
80
50
FBSII8
≥12.0
≥ 1.8
240 x 115 x 71
≥ 50
≥ 115
80
00.54.00
01.06.00
80
60
FBSII8
≥ 20.0
≥ 1.8
240 x 115 x 71
≥ 50
≥ 115
80
01.09.00
01.23.00
80
60
FBS II 10
≥ 16.0
≥ 1.8
240 x 115 x 71
≥ 55
≥ 115
80
01.03.00
01.00.00
80
70
Perforated sand-lime brick KSL, acc. to EN 771-2
FBSII6
FBSII6
FBSII8
FBSII8
FBS II 10
FBS II 10
≥ 10.0
≥ 16.0
≥ 10.0
≥ 16.0
≥ 10.0
≥ 16.0
≥ 1.4
≥ 1.4
≥ 1.4
≥ 1.4
≥ 1.4
≥ 1.4
FBSII6
≥12.0
≥ 1.4
240 x 175 x 113
≥ 40
≥ 175
65
00.11.00
01.34.00
80
50
FBSII6
≥17.5
≥ 1.4
240 x 175 x 113
≥ 40
≥ 175
65
00.17.00
01.26.00
80
50
FBSII8
≥12.0
≥ 1.4
240 x 175 x 113
≥ 50
≥ 175
65
00.29.00
01.03.00
80
60
FBSII8
≥17.5
≥ 1.4
240 x 175 x 113
≥ 50
≥ 175
65
00.40.00
01.49.00
80
60
FBS II 10
≥12.0
≥ 1.4
240 x 175 x 113
≥ 55
≥ 175
65
00.26.00
01.23.00
80
70
FBS II 10
≥17.5
≥ 1.4
240 x 175 x 113
≥ 55
≥ 175
65
00.37.00
02.17.00
80
70
1) Thepartialsafetyfactorsformaterialresistanceasregulatedinassessmentaswellasapartialsafetyfactorforloadactionsofγ
L
=1.4areconsidered.Loadvaluesarevalidforzinc-plated
steel all sizes and head shapes, for stainless steel R for the sizes 8 and 10. Exakt values see ETA.
2) Thegivenloadsarevalidforinstallationanduseoffixationsindrymasonry,usecategoryd/d,widthofthejointswj≤3mmandgeneralpurposemortarwithstrengthclassM2.5-M9.
Further information and details on drill hole preparation, etc., see ETA.
3) Maximumallowabledevicetorqueforinstallationwithanytangentialimpactscrewdriver.FurthertechnicaldataseeETA.
4) Inthecaseofcombinationsoftensileandshearloads,bendingmomentsandreducededgeandaxialspacings(anchorgroups),thedesignmustbecarriedoutinaccordancewiththe
provisions of the complete assessment.
5) Minimumfeasiblespacingresp.edgedistance.Detailsaswellastothedistancestojointsseeassessment.
6) Shearloadparalleltotheverticaljoint.LoadreductionforshearloadperpendiculartotheverticaljointseeETA.
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