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78 INSTALLATION SYSTEM FUSServ
ice
Pipe
Cla
mps
Inst
alla
tion
Sy
stem
MS-
LIn
stal
latio
n
Syst
em M
SIn
stal
latio
n
Syst
em F
USIn
stal
latio
n Gr
idFi
xpoi
nt a
nd
Slid
ing
Elem
ents
Air d
uct a
nd
Met
al ro
of fi
sAc
cess
orie
sSt
ainl
ess
Stee
l In
stal
latio
n Sy
stem
Air c
ondi
tione
r fix
ings
Elec
tric
al fi
sSa
nita
ry fi
sRa
diat
or fi
sPl
ugs
and
An
chor
s
Properties:Material SteelDX51D+Z275MA-C(materialno.1.0226+Z)acc.toDINEN10327
Zincplating Sendzimirzincplated,about20µm
Type Art.No. Qty.perbox Length Thickness Weight
L S
pcs. [m] [mm] [kg/m]
FUS21/2.0–2m 40391 1 2 2.0 1.44
FUS21/2.0–3m 97660 1 3 2.0 1.44
FUS21/2.5–2m 92867 1 2 2.5 1.67
FUS21/2.5–3m 77349 1 3 2.5 1.67
FUS21/2.5–6m 77541 1 6 2.5 1.67
FUS41/2.0–2m 40390 1 2 2.0 2.06
FUS41/2.0–3m 97658 1 3 2.0 2.06
FUS41/2.0–6m 97659 1 6 2.0 2.06
FUS41/2.5–2m 92295 1 2 2.5 2.45
FUS41/2.5–3m 77347 1 3 2.5 2.45
FUS41/2.5–6m 77537 1 6 2.5 2.45
FUS62/2.5–6m 504457 1 6 2.5 3.27
FUS21D/2.0–3m 504458 1 3 2.0 2.87
FUS41D/2.5–6m 504459 1 6 2.5 4.89
FUS62D/2.5–6m 504460 1 6 2.5 6.55
oVerVIew
Channel FUS
DescrIPtIon
technIcal Data
▪ U-profiled channel for horizontal and vertical installation.▪ Fast and streamlined fastening of pipe tracks and load-
bearing constructions.
advantages / benefits▪ High bending and tear-out strength due to optimized profile
cross section.
▪ Serration in the rail for secure hold of channel nut FCN and FHS Clix S.
▪ Versatile options for wall, floor and ceiling installation.▪ Simple cutting to size and installation due to the stamped
grid dimension on the rail side.
InstallatIon
fus 41 fus 62
fus 41Dfus 21D fus 62D
L
14 30
50 S
2122
4122
41
42L
2
22
41
82L
2.5
L
14
30
50
2.5
62
25
41
22
22
41
124
L
2.5
fus 62
fus 41D
fus 21D
fus 62D
fus 21
fus 21
L
14 30
50 S
41
22
41
fus 41
79 Serv
ice
Pipe
Cla
mps
Inst
alla
tion
Sy
stem
MS-
LIn
stal
latio
n
Syst
em M
SIn
stal
latio
n
Syst
em F
USIn
stal
latio
n Gr
idFi
xpoi
nt a
nd
Slid
ing
Elem
ents
Air d
uct a
nd
Met
al ro
of fi
sAc
cess
orie
sSt
ainl
ess
Stee
l In
stal
latio
n Sy
stem
Air c
ondi
tione
r fix
ings
Elec
tric
al fi
sSa
nita
ry fi
sRa
diat
or fi
sPl
ugs
and
An
chor
s
Type Spanl
1m 2m 3m
FUS21/2.0 admissibleloadF[kN] 0.49 0.12 0.05
FUS21/2.5 admissibleloadF[kN] 0.52 0.13 0.06
FUS41/2.0 admissibleloadF[kN] 1.65 0.67 0.30
FUS41/2.5 admissibleloadF[kN] 1.82 0.76 0.34
FUS62/2.5 admissibleloadF[kN] 3.59 1.79 0.99
FUS21D/2.0 admissibleloadF[kN] 1.67 0.69 0.31
FUS41D/2.5 admissibleloadF[kN] 5.60 2.79 1.85
FUS62D/2.5 admissibleloadF[kN] 11.45 5.72 3.80
loaDs
Technical data FUS
Profile Profileweight Profilecrosssection Momentofinertia Sectionmodulus
∆ ly lz Wy Wz
[kg/m] [cm2] [cm4] [cm4] [cm3] [cm3]
FUS21/2.0 1.44 1.72 0.97 4.66 0.89 2.27
FUS21/2.5 1.67 1.99 1.03 5.28 0.93 2.58
FUS41/2.0 2.06 2.52 5.33 7.69 2.58 3.75
FUS41/2.5 2.45 3.00 6.00 8.99 2.85 4.38
FUS62/2.5 3.27 4.05 17.70 12.90 5.62 6.29
FUS21D/2.0 2.87 3.44 5.49 9.31 2.61 4.54
FUS41D/2.5 4.89 6.00 35.01 17.90 8.76 8.78
FUS62D/2.5 6.55 8.09 111.00 25.80 17.90 12.58
technIcal Values for fIscher channels
80 INSTALLATION SYSTEM FUSServ
ice
Pipe
Cla
mps
Inst
alla
tion
Sy
stem
MS-
LIn
stal
latio
n
Syst
em M
SIn
stal
latio
n
Syst
em F
USIn
stal
latio
n Gr
idFi
xpoi
nt a
nd
Slid
ing
Elem
ents
Air d
uct a
nd
Met
al ro
of fi
sAc
cess
orie
sSt
ainl
ess
Stee
l In
stal
latio
n Sy
stem
Air c
ondi
tione
r fix
ings
Elec
tric
al fi
sSa
nita
ry fi
sRa
diat
or fi
sPl
ugs
and
An
chor
s
Technical data FUS
loaD-bearIng caPacItY of channels
For the load curves, the permissible steel strain σadm. = 160 N/mm and the maximum deflection under load l/200 are not exceeded.Fixings and screw fastenings must be calculated accordingly.
load case 1 load case 2
F = q x l F = q x l
F = q x l F = q x l
Strichstärke 1
Strichstärke 1,25
load case 3
fus 21/2
fus 41/2
fus 21/2.5
fus 41/2.5
81 Serv
ice
Pipe
Cla
mps
Inst
alla
tion
Sy
stem
MS-
LIn
stal
latio
n
Syst
em M
SIn
stal
latio
n
Syst
em F
USIn
stal
latio
n Gr
idFi
xpoi
nt a
nd
Slid
ing
Elem
ents
Air d
uct a
nd
Met
al ro
of fi
sAc
cess
orie
sSt
ainl
ess
Stee
l In
stal
latio
n Sy
stem
Air c
ondi
tione
r fix
ings
Elec
tric
al fi
sSa
nita
ry fi
sRa
diat
or fi
sPl
ugs
and
An
chor
s
loaD-bearIng caPacItY of channels
For the load curves, the permissible steel strain σadm. = 160 N/mm and the maximum deflection under load l/200 are not exceeded.Fixings and screw fastenings must be calculated accordingly.
fus 62/2.5
fus 41D/2.5
fus 21D/2
fus 62D/2.5
