TangoCleveland
Mechanical
- Jun 28, 2002
- 224
We have high 150 psi air flow through a 12" valve, that is vibrating our piping at 2400Hz. Time waveform was counted to get the Hz number. Acceleration readings on adjacent pipe are 100 g's. We think we can anchor the valve to an adjacent concrete column 12" away. Calculated displacement is 0.005 inches. What's a good number to use for load on the anchor? If I use 100 g's and a 400 lb valve, I get 40,000 lb. This seems a little high. Does anyone have experience in this area? I'm also posting this in the Vibration forum.
Larry
Larry