bootlegend
Structural
- Mar 1, 2005
- 289
I have a conveyor support on a structure that supports a vibrating screen. See attachment. There is a vibration damping pad between the support baseplate and the main structure. I'm still seeing a some vibration in the longitudinal direction. I know it isn't ideal, but would bolting (welding is a last resort) an additional Wx18 flange to flange be an acceptable method of stiffening the column. I've done some natural frequency comparisons and adding plates to the flanges alone don't provide enough stiffness.