Can rectangular containers be supported by a skirt? !
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Circular containers can use NB47041; can rectangular containers be supported by skirt bases? It’s just a matter of the load. . . . . Is it mentioned in any standards or documents? Thank you. . . . . . . .
I’ve never seen a flat base supported by a skirt; what I’ve seen is it sitting directly on the foundation or having a bench built underneath it.
What I designed are rectangular containers with a width of around 2 meters and a height of over 10 meters; it’s obviously not suitable to use legs for supporting them! These days, large steel structures are generally used to enclose them, but this consumes a lot of material! ! So, I am considering using a skirt-type support. . . . . It’s just that I really haven’t seen a square-shaped skirt base in person, haha. . . . . . .
Also, this isn’t a flat base; there are air inlets at the bottom. It’s actually similar to a tower-shaped container, only its shape is square. . . . . . . .
I ran into this problem too; how did the original poster resolve it in the end?
The problem isn’t solved yet. Is there any good solution? !
It mainly calculates the bending stress caused by seismic moments and wind moments, right? Personal understanding
There’s no standard for this, but I think it’s possible; however, it’s not just a matter of loads – the structure itself needs to be designed to prevent instability
Yes, the local stability under compressive stress should be verified.
Have you seen the square warehouse? It can be used directly with legs.