It's just that the inertia goes with the cube of the section height, making it rather difficult to compensate for with wall thickness alone.
Bur take a closer look at that "reinforcement rope" and read my posts from today and think about it.
+1 I go with the swede.xpensive wrote:It's just that the inertia goes with the cube of the section height, making it rather difficult to compensate for with wall thickness alone.
Bur take a closer look at that "reinforcement rope" and read my posts from today and think about it.
You took the xpression straight outa me head Pup, I was thinking along the lines of one Uri Geller, remember him?Pup wrote:I think this thread has started to spawn unicorns. Engineers.
Yeah, it would be outright presumptious to doubt the man, wouldn't it?strad wrote:I think I'm right