Originally Posted by
gtiworks
Because of the paucity of bolts clamping the tower to the base, the first issue for me is the stiffness of the joint between the tower and base. The central bolt will increase joint stiffness for the assembled mill. Additionally, filling base and the lower portion of the tower with polymer concrete will increase the rigidity of the base and the lower portion of the tower.
This makes the best of the as-manufactured square column mill capabilities.
One will never be able to increase the rigidity and stiffness of these mills to that of a typical Bridgeport type mill which weight 4 to 6 times as much.