3doorsdwn
Structural
- May 9, 2007
- 162
[First off, let me tell you I am structural (just to let you know this isn’t my field).]
I have always been curious: how do pressure vessel guys determine if the forces from thrust loads (due to platform supports framing in [for example]) are acceptable in magnitude? I always get referred to either 2 things: either Bergman’s paper, or ASME’s code for boilers and pressure vessels. I have a copy of Berman’s paper and it seems to be looking at the vessel as a whole (more than locally). If ASME’s code does have this could you tell me where (maybe a page #).
Thanks in advance!
I have always been curious: how do pressure vessel guys determine if the forces from thrust loads (due to platform supports framing in [for example]) are acceptable in magnitude? I always get referred to either 2 things: either Bergman’s paper, or ASME’s code for boilers and pressure vessels. I have a copy of Berman’s paper and it seems to be looking at the vessel as a whole (more than locally). If ASME’s code does have this could you tell me where (maybe a page #).
Thanks in advance!