ROSTA
2.26
Oscillating Mountings
Single Rockers
D
E
C
B
F
H
K
A
B1
AS-PV
AS-P
S
E
K
A
B
D
Art. No.
Type
G [N]
K<2
c
d
[N/mm]
A
B
B1
C
D
E
ø F
H
ø K
Weight
[kg]
Material structure
07 081 001
AS-P 15
100
5
100
50
–
–
56
4
50
70
7
25
18
0.5
Steel welded
constructions,
ROSTA blue painted
07 091 001
AS-PV 15
07 081 002
AS-P 18
200
11
120
62
–
–
68
5
60
85
9.5
35
24
0.8
07 091 002
AS-PV 18
07 081 003
AS-P 27
400
12
160
73
–
–
80
5
80
110
11.5
45
34
1.4
07 091 003
AS-PV 27
07 081 004
AS-P 38
800
19
200
95
–
–
104
6
100
140
14
60
40
3.6
07 091 004
AS-PV 38
07 081 005
AS-P 45
1’600
33
200
120
–
–
132
8
130
180
18
70
45
5.5
07 091 005
AS-PV 45
07 081 006
AS-P 50
2’500
37
250
145
–
–
160
10
140
190
18
80
60
8.3
07 091 006
AS-PV 50
G = max. load in N per rocker, by higher K consult chapter 5 on page 2.24.
c
d
= dynamic spring value by oscillation angles
α
+ 5° in speed range of n
s
= 300–600 min
–1
Further basic information and calculations on pages 2.22–2.24.
AS-P /
AS-PV
AS-C
Art. No.
Type
G [N]
K<2
c
d
[N/mm]
A
B
D
– 0.3
ø E
ø K
S
Weight
[kg]
Material structure
Inner square
Housing
07 071 001
AS-C 15
100
5
100
40
45
10
+ 0.4
+ 0.2
18
15
0.4
Light metal
profile
Steel welded
construction,
ROSTA blue
painted
07 071 002
AS-C 18
200
11
120
50
55
13
0
– 0.2
24
18
0.6
07 071 003
AS-C 27
400
12
160
60
65
16
+ 0.5
+ 0.3
34
27
1.3
07 071 004
AS-C 38
800
19
200
80
90
20
+ 0.5
+ 0.2
40
38
2.6
07 071 005
AS-C 45
1’600
33
200
100
110
24
+ 0.5
+ 0.2
45
45
3.9
07 071 006
AS-C 50
2’500
37
250
120
130
30
+ 0.5
+ 0.2
60
50
6.1
0
Type AS-PV with inverted flange
for flange
fixation
for frictional
center connection
26
24
22
20
18
16
14
12
10
8
6
4
2
0
0 1
2
3
4
5
6
Eccentric radius R [mm]
Angle of oscillation
α
±
[
°
]
AS 50
AS 27
AS 18
AS 15
AS 38/45