I'm not sure you're grasping the point here.
If someone did the calculations on the truss design and building method, and says "yep, it's good-to-go" and stamps it, and you build it to to that design, that's a safe and approved truss that's been engineered. Could be site built, could be manufactured, either way it should have some proper engineering calculations done to create the design.
That could be your truss (and with your assembly method), but no one (including you) did any design calculations for the given load, span, type of assembly, or anything like that. I'm not questioning your truss assembly method, I'm questioning the fact that you built a load-bearing structural system without any actual design work, which is against the law in many/most places to my knowledge. Your amazing assembly method, with proper design calculations to validate that you have what you need for strength, would easily make a great truss. You have only one of those two things.
I'll refer to my previous statement about metal plates. Those trusses are engineered, so they can say what kind of design load they have. You do not know that about your trusses, even though you think they are bulletproof and can support a cargo plane full of battle tanks, because no one has done that math. You do not know they're "twice as strong", because you don't know how strong they are, because there is zero information to say that. They could be stronger, they could be weaker, but you do not know.
The only information that you have to prove that they are strong enough is the fact that your roof hasn't collapsed. That is the limit of what you know about them. This is exactly the same concept as proving the strength of ice on a pond by walking on it. Either the ice supports your weight or it doesn't, but you don't know anything more than that.
My original point was that you've saved money by building your own trusses without paying for the legally required (in most areas) truss engineering. That's not a legitimate way to save money. I'm not sure how we strayed that far, but that's probably my fault.