Trunnion design...Your Suggestions?
thread1259-184855
Tom Barsh
design of lifting and tailing lugsNetsc001.pdf
Leonard Stehen Thill
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Did you Take the SOUTH TEXAS SECTIN OF ASME PRESSURE VESSEL ENGINEERING SEMINAR 1998:
SESSIN 1 Interduction and Desing Philosophy Pressure Vessel Code, Section VIII, Div 1, 2, and 3 by James R. Farr, PE Pressur Vessel Consultant, Wadsworth, Ohio.
Section 2 Pressure Vessel Design per ASME Code; Desing of Support and Lifting and Tailing Lugs Gerry Gravin, P.E. Bechtel Corporatin Houston, Texas.
Section P. Design of Lifting and Tailing Lugs Page 208.
The above was given to LES in 2004 for the project requirements.
Also, is LIFTING_LUG_&_TAILING_LUG_CALCCULATION.pdf
This was given to Les in 2004 for the project requirements.
Tom, I hope this will be included in CODEWARE COMPRESS TO NEET THE CLIENT REQUIREMENTS and CODEWARE COMPRESS USERS.
Regards
Leonard Stephen Thill
TWGreene (Mechanical)
1 May 08 11:12
I do not have experience in pressure vessel design, but I am involved in the heavy lifting industry. In my experience, the "fixed plate" trunnions with the non-rotating teardrop plate are mainly for flare stacks and other tall columns.
From a lifting standpoint, the benefit over rotating plates is that they do not need to be lubricated before the lift. This is especially important for removal of old equipment because the trunnion may be hundreds of feet above the ground where re-lubricating a seized plate presents additional difficulty.