SnTMan
Mechanical
- Jan 22, 2005
- 6,794
Hello All, I am running my some of my first tubesheet calculations under Part UHX, using CodeCalc. This particular unit is a pipe-size externally sealed floating head unit, (TEMA AEW) and is a replacement rather than a "new" design
1) Stationary tubesheet - 5/8" thk, floating tubesheet 2" thk. Permitted under Part UHX? If not, why not?
2) CodeCalc is calculating certain quantites for the stationary tubesheet, but not for the floating tubesheet, such as: tubesheet shear stress, stress and force in outermost tube, allowable tube-tubesheet joint load. Any ideas why, other than "Not Required"?
3) Do you think tubesheet calculations could be performed using TEMA formulas under U-2(g)?
I can't help thinking Part UHX was a solution in search of a problem.
Thanks for your input.
Mike
1) Stationary tubesheet - 5/8" thk, floating tubesheet 2" thk. Permitted under Part UHX? If not, why not?
2) CodeCalc is calculating certain quantites for the stationary tubesheet, but not for the floating tubesheet, such as: tubesheet shear stress, stress and force in outermost tube, allowable tube-tubesheet joint load. Any ideas why, other than "Not Required"?
3) Do you think tubesheet calculations could be performed using TEMA formulas under U-2(g)?
I can't help thinking Part UHX was a solution in search of a problem.
Thanks for your input.
Mike