IFR, latest email from client , its a dilemma ! I am not sure what to reply to them at this stage , Dome supplier is not corporations after supply of Dome
Can you make sure Dome Supplier is complying with G4.1.4. I see the presence of tension ring in BTE drawing, but am not sure where the...
This is what our client wrote :
In real life, vapor do exist in the space as the seal and IFR is not 100% leak tight.
And atmospheric corrosion is the minimum you need to design for.
Any comments ?
Further can someone help with this requirement, we are at the time of putting the top ring...
We have a 47 ft dia , CS tank with IFR and an Aluminum Dome Roof, Can this tank be classified as an open roof tank for top angle size determination?
As per our understanding for top angle clause 5.9.3.2 applies and we specified TOP angle as 75x75x6 mm where as client insists on using 75x75x10...
Client has written this back
Dear Aamir,
We should still refer this to the API committee for correct and final interpretation and intent.
For now if we maintain the 13 mm as it is and proceed with fabrication, and if your interpretation is not as per API committee reply, CMSB need to...
Dear All,
Please note our client reply and advise, we are actually in a fix now due to schedule constrains
I wrote to them after consulting above points, my reply is in pint 1 to 3
Hi Aamir,
Please find our comments below on the proposed reasoning.
Since we can’t afford to wait for further...
I am currently working on a API 650 storage tank, client has said that our use of transition plate thickness is less as we have used the minimum value as per API 650 clause 5.7.8.1 e) of 13 mm.
The computed thickness of annular plate is 6 mm and we have used the thickness of annular plate as 10...
