Originally Posted by Cookee
Kitten says 'cos!
It's not as simple as that unfortunately, but like for like is a start!
See he's misquoting me again, I said COZ
As far as stuctural strength is concerned csm can be considered as a filler, with a 2" strand length load spread is minimal. with wovens or other long stand mats it is obviously much greater. Then you have to decide where and how you want to spread your loads, in which dirction and where you need to terminate them.
To quote a Meercat "simples"