vobs
Structural
- Apr 25, 2002
- 12
I was studying the B&W book and I wonder, how does one justify a "bottom supported" design and allow increasingly larger and larger slenderness ratios in the tubes supporting the steam drum. I realize this is a pretty general question, but I'm looking for some basic info here. Mind you, I have a civil / structural background, so I would say you limit your slenderness ratio to less than 200. Assuming fixed-fixed end condtions for 2" tubes, that would give you a max length of approx. 16 feet. Is there a differnt design approach I should consider? Thanks.