M PONENT
S
CO
TION
RA
ADVA
N
NEW SIZES
N
D A TIVIB
CE
• MATERIAL:
Cylindrical Mounts – Neoprene – To 16 lbs.
www.vibrationmounts.com Phone: 516.328.3662 Fax: 516.328.3365
• FOR COMPRESSION LOADS OF 8 TO 16 POUNDS (3.6 TO 7.3 kgf)
• FOR SHEAR LOADS OF 4.4 TO 9 POUNDS (2 TO 4.1 kgf)
• OIL-RESISTANT ELASTOMER
Fasteners – Hardened Steel, Zinc Plated
Isolator – Neoprene
3/8
(9.5)
1/2
(12.7)
#8-32 NC
9/16
(14.3)
NOTE: Dimensions in ( ) are mm.
32
15
28
C
24
C
20
SHEAR
COMPRESSION
LOAD (lb.)
LOAD (lb.)
LOAD DEFLECTION GRAPHS
Deflections below the line x–x
are considered safe practice for
static loads; data above that line
are useful for calculating
deflections under dynamic loads.
x
16
x
B
x
12
x
x
10
x
x
B
x
A
x
x
5
A
8
x
x
4
0
0.02
0.04
0.06
0.08
0.10
0
0.10
DEFLECTION (in.)
0.20
0.30
DEFLECTION (in.)
Forcing Frequency in Cycles per Minute
Catalog Number
Mode
Maximum
Load lb. (kgf)
1100
1250
1500
1750
2000
2250
2500
2750
3000
3600
Minimum Load for 81% Isolation lb. (kgf)
V10Z 2-304A
V10Z 2-304B
V10Z 2-304C
Compression
Shear
Compression
Shear
Compression
Shear
8 (3.6)
4.4 (2)
12 (5.4)
6.7 (3)
16 (7.3)
9 (4.1)
—
—
4.0 (1.8)
—
3.1 (1.4)
—
2.2 (1)
—
6.5 (2.9)
—
5.2 (2.3)
—
3.7 (1.7)
—
—
9.0 (4.1)
6.3 (2.9)
—
*At these forcing frequencies, lesser loads will yield less than 81% isolation.
1-24
—
6.2 (2.8)
1.7 (0.8) 1.3 (0.6)
—
10.2 (4.6)
2.8 (1.3) 2.3 (1)
—
—
4.6 (2.1) 3.6 (1.6)
4.8 (2.2)
4.0 (1.8)
*
*
3.2 (1.5) 2.7 (1.2)
*
*
8 (3.6) 6.5 (2.9) 5.4 (2.4) 4.5 (2)
1.8 (0.8)
*
*
*
14.0 (6.4) 11.6 (5.3) 9.6 (4.4)
—
2.9 (1.3) 2.3 (1.04) 1.9 (0.9)
*
2.0 (0.9)
*
3.2 (1.4)
*
6.8 (3.1)
*
• MATERIAL:
Cylindrical Mounts – Neoprene – To 60 lbs.
www.vibrationmounts.com Phone: 516.328.3662 Fax: 516.328.3365
• FOR COMPRESSION LOADS OF 33 TO 60 POUNDS (15 TO 27.2 kgf)
• FOR SHEAR LOADS OF 18 TO 34 POUNDS (8.2 TO 15.4 kgf)
Fasteners – Steel, Zinc Plated
Isolator – Neoprene
OIL-RESISTANT ELASTOMER
1/2
(12.7)
L
1/4-20 NC
1
(25.4)
Note: Dimensions in ( ) are mm.
NOTE:
Maximum unthreaded portion of
stud does not exceed 1/16 inch
(1.59 mm).
90
40
80
70
x
50
40
x
30
A
SHEAR
25
20
x
A
15
x
x
20
10
10
5
0
0.02
0.04
0.06
0.08
0.10
0.12
0.14
0
0.05
DEFLECTION (in.)
L
Maximum
Load lb. (kgf)
3/4
(19.1)
3/4
(19.1)
51/64
(20.2)
33
(15)
60
(27.2)
60
(27.2)
Catalog Number
L
Maximum
Load lb. (kgf)
V10Z 2-306A
—
Catalog Number
V10Z 2-306A
V10Z 2-306C
V10Z 2-306C1
0.10
0.15
0.20
0.25
DEFLECTION (in.)
Forcing Frequency in Cycles per Minute
Compression
850
1100
1250
1500
1750
2000
2250
2500
3000
3600
7.0
(3.2)
17.0
(7.7)
17.0
(7.7)
5.0
(2.3)
11.5
(5.2)
11.5
(5.2)
3000
3600
1.2
(0.5)
4.5
(2)
4.5
(2)
3.5
(1.6)
3.5
(1.6)
Minimum Load for 81% Isolation lb. (kgf)
—
—
—
29.0
(13.2)
—
—
—
—
—
—
—
—
850
1100
21.0
(9.5)
49.0
(22.2)
49.0
(22.2)
16.0
(7.3)
37.0
(16.8)
37.0
(16.8)
12.5
(5.7)
29.5
(13.4)
29.5
(13.4)
10.5
(4.8)
24.0
(10.9)
24.0
(10.9)
Forcing Frequency in Cycles per Minute
Shear
V10Z 2-306C
—
V10Z 2-306C1
—
18
(8.2)
34
(15.4)
34
(15.4)
1250
1500
1750
2000
2250
2500
Minimum Load for 81% Isolation lb. (kgf)
16.0
(7.3)
—
—
9.3
(4.2)
24.5
(11.1)
24.5
(11.1)
7.2
(3.3)
20.0
(9.1)
20.0
(9.1)
*At these forcing frequencies, lesser loads will yield less than 81% isolation.
1-25
5.0
(2.3)
14.7
(6.7)
14.7
(6.7)
C & C1
x
30
COMPRESSION
LOAD (lb.)
60
LOAD (lb.)
LOAD DEFLECTION GRAPHS
Deflections below the line x–x
are considered safe practice for
static loads; data above that line
are useful for calculating
deflections under dynamic loads.
x
35
C & C1
x
3.8
(1.7)
11.2
(5.1)
11.2
(5.1)
2.8
(1.3)
9.0
(4.1)
9.0
(4.1)
2.3
(1)
7.5
(3.4)
7.5
(3.4)
2.3
(1)
7.5
(3.4)
7.5
(3.4)
*
0.30
0.35
S E C T I O N 1
M PONENT
S
ADVA
N
CO
TION
RA
N
D A TIVIB
CE