Sorry Banquo,
I didn't get what you were suggesting?
A Minus K stand is the obvious solution to my concerns and I am investigating that possibility?
The problem with that for me however.....is that the increased load of the Minus K plus a top plate of slate that I may need.....will simply increase the stresses in the cantilevered shelf which are the cause of the problems in the first place?
I didn't get what you were suggesting?
A Minus K stand is the obvious solution to my concerns and I am investigating that possibility?
The problem with that for me however.....is that the increased load of the Minus K plus a top plate of slate that I may need.....will simply increase the stresses in the cantilevered shelf which are the cause of the problems in the first place?