CYLINDRICAL MOUNTS
to 6 kgf
www.vibrationmounts.com • Phone: 516.328.3662 • FAX: 516.328.3365
METRIC
Next Button
V100 page 1-17  

Click to see INCH page		 FASTENER:
Steel, Zinc Plated
ISOLATOR:
Natural Rubber
FOR COMPRESSION LOADS OF:
2 to 6 kgf (4.9 to 13.3 lb.)
FOR SHEAR LOADS OF:
1 to 3 kgf (2.7 to 6.4 lb.)

NOTE: Dimensions in ( ) are in inch.
CAD Catalog Number Length
mm (in.) 		Max.
Load
kgf (lb.)		 Forcing Frequency in Cycles per Minute
1000 1250 1500 1750 2000 2250 2500 2750 3000 3600
Minimum Load for 81% Isolation kgf (lb.)
Compression
button V10Z 2M302AM407 7 (.275) 2.2
(4.9)		 - - - - 1.8
(3.9)		 1.4
(3.0)		 1.1
(2.4)		 0.9
(2.0)		 0.8
(1.8)		 0.5
(1.0)
V10Z 2M302AM410 10 (.394)
button V10Z 2M302BM407 7 (.275) 2.9
(6.4)		 - - - - 2.4
(5.3)		 1.9
(4.2)		 1.5
(3.4)		 1.3
(2.9)		 1.1
(2.5)		 0.7
(1.5)
V10Z 2M302BM410 10 (.394)
button V10Z 2M302CM407 7 (.275) 4.7
(10.4)		 - - - - 4.5
(9.8)		 3.5
(7.7)		 2.9
(6.3)		 2.4
(5.2)		 2
(4.3)		 1.2
(2.6)
V10Z 2M302CM410 10 (.394)
button V10Z 2M302DM407 7 (.275) 6
(13.3)		 - - - - 5.9
(13.1)		 4.7
(10.4)		 3.9
(8.5)		 3.2
(7.0)		 2.6
(5.8)		 1.9
(4.2)
V10Z 2M302DM410 10 (.394)
Shear
buttton V10Z 2M302AM407 7 (.275) 1.2
(2.7)		 1.18
(2.6)		 0.77
(1.7)		 0.54
(1.2)		 0.45
(1.0)		 0.32
(.7)		 0.22
(.5)		 * * * *
V10Z 2M302AM410 10 (.394)
button V10Z 2M302BM407 7 (.275) 1.6
(3.6)		 - 1.18
(2.6)		 0.87
(1.9)		 0.63
(1.4)		 0.5
(1.1)		 0.37
(.8)		 0.32
(.7)		 0.28
(.6)		 * *
V10Z 2M302BM410 10 (.394)
button V10Z 2M302CM407 7 (.275) 2.5
(5.6)		 - 2.14
(4.7)		 1.45
(3.2)		 1.13
(2.5)		 0.87
(1.9)		 0.68
(1.5)		 0.59
(1.3)		 0.5
(1.1)		 2
(.9)		 0.32
(.7)
V10Z 2M302CM410 10 (.394)
button V10Z 2M302DM407 7 (.275) 2.9
(6.4)		 - 2.76
(6.1)		 2
(4.4)		 1.54
(3.4)		 1.22
(2.7)		 1
(2.2)		 0.82
(1.8)		 0.72
(1.6)		 2.6
(1.4)		 0.45
(1.0)
V10Z 2M302DM410 10 (.394)
*At these forcing frequencies, lesser loads will yield less than 81% isolation.
CLICK CATALOG NUMBER TO CHECK PRICE AND AVAILABILITY.



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.

NOTE:
Maximum unthreaded portion of stud does not exceed 1.59 mm (.06 in.).