Stability verification of the wall panels and bottom plate of a stationary rectangular container
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Atmospheric open rectangular tank 15000*12000*4000, with a partition in the middle (at h=1500) capable of bearing a load of 2 tons. How to verify the stiffness and stability of each component? How are the wall thicknesses calculated respectively?
Depending on the type of stress, simple cases can be handled using mechanical formulas, while more complex cases require finite element analysis; stability is primarily a concern for members subjected to compressive and bending forces
Why is the isolation method like this? For h=1500, there are many catalogues of pressure vessels that can be used as references; the problems aren’t that serious
98R401-1 05R401-3