Design of inclined bottom plate for storage tanks
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The process department is requesting a 50m3 atmospheric pressure storage tank. Requirement: An inclined sloped bottom plate should be added at 400 mm above the flat bottom plate to facilitate the complete drainage of the process liquid. The condition diagram is as follows: file:///C:\Users\Administrator\AppData\Roaming\Tencent\Users\540212032\QQ\WinTemp\RichOle\V6G file:///C:\Users\Administrator\AppData\Roaming\Tencent\Users\540212032\QQ\WinTemp\RichOle\V6G. The current design proposes using angle steel restraints under the inclined bottom plate; I would like to ask experienced experts whether this approach is feasible.
It’s feasible; calculate the thickness of the flat bottom plate as if it were a flat head, and determine the pressure based on the static pressure of the liquid in question
Generally, isn’t it the civil engineering team that constructs an inclined concrete foundation?
It’s feasible; add support ribs under the inclined plate.
Add diagonal supports to the bottom plate; keep doing it this way
Bro, can I ask how it was designed in the end? How to determine the thickness of the base plate, how to add the reinforcement bars below it, and what specifications to use
Just make the base a bit slanted; if you have issues with the jar, message me privately