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#43494 - 06/24/11 10:34 PM Analysis for openings in vessels
Shahid Rafiq Offline
Member

Registered: 05/17/06
Posts: 144
Loc: Abu Dhabi UAE
Dear All,
I am not a static equipment engineer (S E E). I have a question to all S E Es on this forum. The ASME pressure vessel code calculations are only to decide if the requirement of reinforcement is there or not. So:

1) If integrally reinforced branch outlets OR LWN flanges are used for nozzles, is there a need to do the calculations for the openings?

2) Do we have to do any other calculation for opening apart from the area reinforcement requirement calcs?
_________________________
Shahid Rafiq

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#43796 - 07/16/11 10:36 PM Re: Analysis for openings in vessels [Re: Shahid Rafiq]
vishaltailor Offline
Member

Registered: 05/15/10
Posts: 56
Loc: Gujarat, india
Dear Shahid
Your query is not clear to us. however, pl. note following.

1.ASME SEC VIII Div-1 has given exception of reinforcement for Nozzle finished opening less than 2 inch for shell Thk great then 10 mm & 3 inch for shell THK less than 10 mm. However, in ASME SEC VIII Div-2 has not any exception, every opening to be calculated for adequacy of reinforcement.

2. ASME SEC VIII Div-1 has given reinforcement calculation based on the Area replacement method. However, ASME SEC VIII Div-2 has given Reinforcement Calculation based of pressure compensation method.
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Thanking you & with regards
Vishal Tailor

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