In a VSP trellis system you have several wires running between end posts. A bottom wire to support the horizontal replacement rods, a top wire and several moveable wires in between. I have read several presentations on trellising and they mention tensioning of wires to somewhere between 230 and 300 lb.
The problem is they do not mention which wires this load applies to. Should each and every wire between end posts be individually tensioned to 300 lb? Perhaps it's only the top and bottom wires. The more wires that are tensioned to the 230-300 lb range then the greater is the horizontal load on the endposts ie it becomes multiples of 230-300 lb. If I'm using a relatively flexible metal end post then the endpost will flex heavily unless the anchor wire is also tensioned to multiples of 230-300 lb.
Could someone please provide a bit of guidance on this tensioning busines? I know inflexible deeply sunk rail sleepers would remove this problem but metal posts is what I have and what I need to figure out how to use.
Cheers, Mark
The problem is they do not mention which wires this load applies to. Should each and every wire between end posts be individually tensioned to 300 lb? Perhaps it's only the top and bottom wires. The more wires that are tensioned to the 230-300 lb range then the greater is the horizontal load on the endposts ie it becomes multiples of 230-300 lb. If I'm using a relatively flexible metal end post then the endpost will flex heavily unless the anchor wire is also tensioned to multiples of 230-300 lb.
Could someone please provide a bit of guidance on this tensioning busines? I know inflexible deeply sunk rail sleepers would remove this problem but metal posts is what I have and what I need to figure out how to use.
Cheers, Mark