How should this container be defined?
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This post was last edited by ftxswb on 2020-10-28 07:35. If calculated based on the tower, it cannot be computed in SW6 without a skirt base； If it is a vertical vessel, it is not possible to calculate the cylinder and the vessel flange separately. The total length of the container is 16,435, with a diameter of 550
Isn’t this elongation ratio a tower structure? I rarely build towers, so I welcome experts to point out any mistakes.
The SW6 tower isn’t usable; therefore, it will have to be processed in stages. As a vertical container, its components – one of the aspects of SW6 that lacks user-friendliness
This is not a problem with SW6; NB/T47041-2014 does not apply
It is a tower-type device, but it does not meet the requirements of the NB/T47041 standard
It is not a tower as defined by NB/T47041; therefore SW6 cannot be used for calculations. There are two guiding supports above the foundation, and wind loads as well as seismic loads can be ignored: lol
It is possible to imagine adding a skirt base, mainly to account for wind loads and seismic loads... As for equipment flanges and other components, they can be taken into consideration; however, strictly speaking, the external loads on the equipment flanges in different areas may need to be considered as well
The concept of multiple towers applies only to vertical towers; for horizontal towers, a vertical tower cannot be used as a model for calculations