Mech2325
Mechanical
- May 2, 2016
- 99
There is a vertical vessel supported on leg supports
This vessel is a tall vertical vessel and its height is about 11 ft – 8” diameter. This is made of 8” pipe. It is supported on 3 legs made of angle iron. (Total vessel height 3 meters and legs height 1.5 meters)
The vessel under strength conditions (when under static conditions, no flow) is balanced and strong enough to take care of its total load and design is OK.
However, I feel under flow conditions this vessel shall vibrate and flow induced vibrations may come when in operation.
One of the simple solution to above problem may be: Widen the support legs to 20” bolt circle dia (Flare the legs) and then bolt up to the structure/base under it. This was recommended to vendor but he is not willing to accept
The reason quoted by vendor being following
" 3 Legs be considered flared @ as 500BCD. This is in line with stability requirement as vessel legs are of same length as that of shell itself of (~200dia). Hand calculations are equally acceptable [BCD=500 has been respected by proposing a unique plate, Legs and the support plate has been statistically calculated, its not clear why you ask inclined legs. we can’t consider hand calculation since it is not accepted for a ASME U-stamp job]"
Any recommendations?
This vessel is a tall vertical vessel and its height is about 11 ft – 8” diameter. This is made of 8” pipe. It is supported on 3 legs made of angle iron. (Total vessel height 3 meters and legs height 1.5 meters)
The vessel under strength conditions (when under static conditions, no flow) is balanced and strong enough to take care of its total load and design is OK.
However, I feel under flow conditions this vessel shall vibrate and flow induced vibrations may come when in operation.
One of the simple solution to above problem may be: Widen the support legs to 20” bolt circle dia (Flare the legs) and then bolt up to the structure/base under it. This was recommended to vendor but he is not willing to accept
The reason quoted by vendor being following
" 3 Legs be considered flared @ as 500BCD. This is in line with stability requirement as vessel legs are of same length as that of shell itself of (~200dia). Hand calculations are equally acceptable [BCD=500 has been respected by proposing a unique plate, Legs and the support plate has been statistically calculated, its not clear why you ask inclined legs. we can’t consider hand calculation since it is not accepted for a ASME U-stamp job]"
Any recommendations?