1-2
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V10Z 1-321A
V10Z 1-321B
V10Z 1-321C
V10Z 1-321D
Square Mounts – To 13.8 lbs.
•
FOR COMPRESSION LOADS OF 5.1 TO 13.8 POUNDS (2.3 TO 6.3 kgf)
• FOR SHEAR LOADS OF 2.6 TO 7.1 POUNDS(1.2 TO 3.2 kgf)
•
MATERIAL: Fasteners – Steel, Zinc Plated
Isolator – Natural Rubber
Compression
Shear
Compression
Shear
Compression
Shear
Compression
Shear
Catalog Number
*At these forcing frequencies, lesser loads will yield less than 81% isolation.
5.1 (2.3)
2.6 (1.2)
6.4 (2.9)
3.6 (1.6)
11.1 (5)
5.7 (2.6)
13.8 (6.3)
7.1 (3.2)
—
2.4 (1.1)
—
3.4 (1.5)
—
—
—
—
Maximum
Load lb. (kgf)
Forcing Frequency in Cycles per Minute
Minimum Load for 81% Isolation lb. (kgf)
1100
Mode
COMPRESSION
A
B
C
D
x
x
x
x
x
x
x
x
DEFLECTION (in.)
0
0.02
0.04
0.06
0.08
0.10
0.12
2
4
6
8
10
12
14
16
18
SHEAR
A
B
C
D
x
x
x
x
x
x
x
x
DEFLECTION (in.)
0
0.05
0.10
0.15
0.20
0.25
0.30
2
4
6
8
10
12
NOTE: Maximum unthreaded
portion of stud does not
exceed 1/16 inch (1.59 mm).
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.
1250
—
1.8 (0.8)
—
2.8 (1.3)
—
4.9 (2.2)
—
7.0 (3.18)
—
*
1.8 (0.8)
*
3.8 (1.7)
.9 (0.4)
5.9 (2.7)
1.2 (0.54)
3.9 (1.8)
.7 (0.3)
5.5 (2.5)
1.0 (0.5)
11.0 (5)
2.2 (1)
—
3.1 (1.4)
5.1 (2.3)
.9 (0.4)
—
1.4 (0.6)
—
2.9 (1.3)
—
3.9 (1.8)
2.1 (1)
*
2.8 (1.3)
.6 (0.27)
6.0 (2.7)
1.3 (0.6)
8.9 (4)
1.8 (0.8)
—
1.3 (0.6)
—
1.9 (0.9)
—
3.6 (1.6)
—
5.1 (2.3)
2750
2500
2250
2000
1750
1500
3.1 (1.4)
.6 (0.27)
4.3 (2)
.8 (0.4)
8.7 (3.9)
1.8 (0.8)
12.3 (5.6)
2.6 (1.2)
1.8 (0.8)
*
2.4 (1.1)
*
5.1 (2.3)
1.1 (0.5)
7.7 (3.5)
1.6 (0.7)
3000
3600
2.6 (1.2)
*
3.4 (1.5)
.7 (0.3)
7.1 (3.2)
1.5 (0.7)
10.3 (4.7)
2.1 (1)
NOTE: Dimensions in ( ) are mm.
3/8
(9.5)
1/2
(12.7)
3/8
(9.5)
3/8
(9.5)
#8-32 NC (TYP)
