Are there detailed structural drawings of the ribs in a ribbed tank?
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Recently, I was working on atmospheric-pressure rectangular stainless steel containers; initially, I planned to add rebar, but then my supervisor asked why, suggesting that using corrugated materials instead of steel sections would save money. I’ve seen the water tank catalog, but there are no specific specifications for the profiles. Is there a node diagram for this steel plate? The product standard is fine too; how is this calculated then?
Shouldn’t the bending be in a horizontal direction?
The vertical direction is better; it’s like a pillar
I’ve looked up a lot of information; the GB50018-2002 Technical Code for Cold-Formed Thin-Walled Steel Structures includes calculation methods for profiled sheets
The provisions on the calculation of profiled steel sheets in this section apply only to roof panels, wall panels, and profiled steel sheet floors without combined effects.
There must be a certain moment of inertia.