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Seeking expert advice on the selection of container supports

2010-10-12View Original

Thread Content

I would like to ask: According to the JB/T4712.3-2007 standard, the maximum diameter of containers that can use ear-type supports is 4 meters. I am now trying to design a constant-pressure container with a height of 5.45 meters and an inner diameter of 5 meters (with a total load of 1400 KN). Can ear-type supports be used for this container? Or, what adjustments are needed to design non-standard ear-type supports that meet the requirements, based on standard ear-type supports? Please give me some advice :)
Reply #22010-10-12
The key is the local stress issue; as long as it passes the verification, that’s fine
Reply #32010-10-12
Reply to 2# *nyang3390: So how can it be verified? Are there any recommended calculation resources?
Reply #42010-10-17
It’s described in great detail inside; you can take it as a reference.

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