ROSTA
2.15
Oscillating Mountings
Oscillating Mountings
Type HS for hanging screens
Art. No.
Type
Load capacity
Gmin. – Gmax.
[N]
A
un-
loaded
A*
max.
load
B
un-
loaded
B*
max.
load
C
D
E
F
H
K
L
M
N
Weight
[kg]
07 311 001
HS 27
500 –
1’250
164
202
84
68
70
ø11
80
105
4.5
17
60
80
35
1.6
07 311 002
HS 38
1’200 –
2’500
223
275
114
92
95
ø13
100
125
6
21
80
104
40
4.9
07 311 003
HS 45
2’000
–
4’200
265
325
138
113
110
13 x 26
115
145
8
28
100
132
58
11.3
07 311 004
HS 50
3’500
–
8’400
288
357
148
118
120
17 x 27
130
170
12
40
120
165
60
20.2
07 311 005
HS 50-2
6’000
–
14’000
288
357
148
118
120
17 x 27
130
170
12
45
200
250
70
34.0
Art. No.
Type
Natural
frequency
G
min.
– G
max.
[Hz]
Z
Dynamic spring value
Capacity limits by different rpm
Light metal profile
Steel welded
construction
Nodular cast iron
ROSTA blue painted
cd
vertical
[N/mm]
cd
horizontal
[N/mm]
720 min
-1
960 min
-1
1440 min
-1
sw
max.
[mm]
K
max.
[–]
sw
max.
[mm]
K
max.
[–]
sw
max.
[mm]
K
max.
[–]
07 311 001
HS 27
4.2–3.8
70
65
32
12
3.5
10
5.2
8
9.3
x
x
x
07 311 002
HS 38
3.6–3.3
90
95
46
15
4.3
13
6.7
8
9.3
x
x
x
07 311 003
HS 45
3.3–3.0
100
142
70
17
4.9
14
7.2
8
9.3
x
x
x
x
07 311 004
HS 50
3.2–2.9
120
245
120
18
5.2
15
7.7
8
9.3
x
x
07 311 005
HS 50-2
3.2–2.9
120
410
200
18
5.2
15
7.7
8
9.3
x
x
Values in nominal load
range at 960 min
-1
and
sw of 8 mm
Acceleration > 9.3 g
is not recommended
Material structure
M
K
L
N
M
K
L
N
N
Z
A
D
B
F
E
M
K
L
N
H
C
HS 27–38
HS 45–50
HS 50-2
G
* tensile load G
max.
and cold flow compensation (after approx. 1 year).
The HS Mountings shall be fastened with the foreseen amount of
screws (existing fixation holes or slots) of quality 8.8 with consideration
of the prescribed fastening torque.
for HS 50 according
2006/42/EG (hanging
load bearing capacities)
HS 38
A
unloaded
223mm
A
max. load
275mm
1'200 - 2'500N
3.6 - 3.3Hz
HS 45
A
unloaded
265mm
A
max. load
325mm
2'000 - 4'200N
3.3 - 3.0Hz
HS 50
A
unloaded
288mm
A
max. load
357mm
3'500 - 8'400N
3.2 - 2.9Hz
HS 50-2
A
unloaded
288mm
A
max. load
357mm
6'000 - 14'000N
3.2 - 2.9Hz
0
50
100
150
200
250
300
350
400
0
500
1'000
1'500
2'000
2'500
3'000
3'500
4'000
4'500
5'000
5'500
6'000
6'500
7'000
7'500
8'000
8'500
9'000
9'500
10'000
10'500
11'000
11'500
12'000
12'500
13'000
13'500
14'000
14'500
15'000
Vertical load
G [N]
Approx. element
height A [mm]
HS 27
A
unloaded
164mm
A
max. load
202mm
500 - 1'250N
4.2 - 3.8Hz
Approx. height after the first load set-up
Approx. height after 1 day
Approx. height after 1 year
Maximum recommended element height
Element heights and cold flow behaviour HS