Hi folks,
I recently built a steady rest frame from two layers of 3/4” MDF, laminated together, so 1 1/2” thick and 2 1/2” wide. It’s feels fairly stout.
I was subsequently warned MDF isn’t structurally strong enough for this application and the frame could catastrophically fail while turning a heavy project, and to start over with plywood instead.
What’s the consensus? Does a steady rest frame typically undergo enough stress to worry about failure of this laminated MDF steady rest frame during use?
If so, would laminating and cross bolting 1/4” plywood on both sides of the frame be sufficient to prevent possible failure?
Frankly I’m relatively new to this, but this one turned out so well I’m reluctant to start over from scratch, but I will if it’s possibly an issue.
I recently built a steady rest frame from two layers of 3/4” MDF, laminated together, so 1 1/2” thick and 2 1/2” wide. It’s feels fairly stout.
I was subsequently warned MDF isn’t structurally strong enough for this application and the frame could catastrophically fail while turning a heavy project, and to start over with plywood instead.
What’s the consensus? Does a steady rest frame typically undergo enough stress to worry about failure of this laminated MDF steady rest frame during use?
If so, would laminating and cross bolting 1/4” plywood on both sides of the frame be sufficient to prevent possible failure?
Frankly I’m relatively new to this, but this one turned out so well I’m reluctant to start over from scratch, but I will if it’s possibly an issue.