CPosner
Mechanical
- Jan 26, 2007
- 139
I am designing a lifting mechanism for a large glass panel approximately 3500lbs 8ft tall x 17ft wide. Two large columns will support the two linear rail slides mounted to each side of the glass. Two Carriages per side. Lifting the panel vertically.
The question is, I would ideally like to use one ball screw jack on one side of the frame to lift the glass. The screw has the capacity to for the weight, but the loading point is obviously not on center/centroid of any axes due to tight packaging requirements. I am wondering if there will be any significant moment created by the loading point and cause a binding in the linear slides. I have spec'd the track size and screw via calculations and the applications engineers with the manufacturers. I am also discussing possible options with them as well.
Thanks!
The question is, I would ideally like to use one ball screw jack on one side of the frame to lift the glass. The screw has the capacity to for the weight, but the loading point is obviously not on center/centroid of any axes due to tight packaging requirements. I am wondering if there will be any significant moment created by the loading point and cause a binding in the linear slides. I have spec'd the track size and screw via calculations and the applications engineers with the manufacturers. I am also discussing possible options with them as well.
Thanks!