treemkr
Mechanical
- Oct 3, 2006
- 18
I have a question re: interpretation of API 650 5.10.4.7 - Roof support column base plate requirements, specifically as pertains to vertical movement.
Code indicates that the design shall "allow the columns to move vertically relative to the tank bottom without restraint in the event of tank overpressure or bottom settlement". In fact, Figure 5.26 shows no welding between colmun base plates and the base plate guides.
I am working on a large storage tank for UAN, which is highly corrosive to untreated carbon steel, especially when trapped in a crevice. The plant wants the internal column base plates seal welded to avoid a potential corrosion issues. The tank manufacturer is citing this provision in the code and indicates that if they do this they cannot certify the vessel per API 650.
The roof rafters that the internal columns are supporting are not attached to the colunn top pales, so I fail so see how the columns would pull away from the wear plates in the event of over pressure. There is not issue of settlement as the tank is set on a poured concrete pile cap.
Can someone shed some light on the failure mechanism that this provision is tryng to prevent, or if the code assumes that the roof rafters are attached to the column top plates?
Any insight would be appreciated.
Code indicates that the design shall "allow the columns to move vertically relative to the tank bottom without restraint in the event of tank overpressure or bottom settlement". In fact, Figure 5.26 shows no welding between colmun base plates and the base plate guides.
I am working on a large storage tank for UAN, which is highly corrosive to untreated carbon steel, especially when trapped in a crevice. The plant wants the internal column base plates seal welded to avoid a potential corrosion issues. The tank manufacturer is citing this provision in the code and indicates that if they do this they cannot certify the vessel per API 650.
The roof rafters that the internal columns are supporting are not attached to the colunn top pales, so I fail so see how the columns would pull away from the wear plates in the event of over pressure. There is not issue of settlement as the tank is set on a poured concrete pile cap.
Can someone shed some light on the failure mechanism that this provision is tryng to prevent, or if the code assumes that the roof rafters are attached to the column top plates?
Any insight would be appreciated.