coopec
N/A
The reason why I don't want to use SS backing plates is weight.
As the stanchions are 900mm against the 600mm "normal" height stanchions I'm already 50% overweight. If I use SS plate it will be heavier and not as strong as f/g. As I would need X20 plates the weight would be considerable.
I'm going for structural channel
Pound to pound, FRP is actually a stronger material than steel, making it a much stronger system

As the stanchions are 900mm against the 600mm "normal" height stanchions I'm already 50% overweight. If I use SS plate it will be heavier and not as strong as f/g. As I would need X20 plates the weight would be considerable.
I'm going for structural channel
Pound to pound, FRP is actually a stronger material than steel, making it a much stronger system
