Hi all,
I am going to calculate the OVERTURNING STABILITY for a fixed rood storage tank (supported roof).
In section 5.11.2 (API 650, edition 11), we see:
MDL = moment about the shell-to-bottom joint from the weight of the shell and roof supported by the shell
can anyone tell me how I assume...
Hi all friends
I am calculating for the intermediate wind girder in a open-top storage tank.
the tank needed one wind girder.
Max. height of the unstiffened shell, H1=3.3 m
Height of the transformed shell, Htr=6.2 m
i would like to know, which place should be the girder installed on the...
Hello everybody,
i have a question about galvanized piping. Can we do Coating and Wrapping (moisture insulation) on the galvanized pipe in underground?
I am thanking for your reply.
Hi
I can disign a potable water tank with D=10 m and H=10 m and with rafter supported fixed cone roof (no girder and no column) and roof slope is 1:16. I want calculate the number and type of rafters that don't fail. Can you help me how do I calculate them? Can you introduce me any book for...
Hi my all freinds,
I am working on designing of a water storage tank with D=10m and H=10m.
what type of supported cone roof should I select?
1) supported cone roof with girder- rafter and column
2) supported cone roof with rafter only
which type of abouve is better and which type is easy for...
Hi dear all,
I am a mechanical engineer.I work in gas & oil company. I want learn about "Storage Tank Design" (fixed roof and floating roof tanks). I am only in my job. Do you help me about this matter (for example a guide line note)? By the way I love this job.
Many thanks
Ahmad
