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skirt-head junction in lifting case

skirt-head junction in lifting case

skirt-head junction in lifting case

(OP)
I'm working on a vessel with a skirt quite tall compared to the total vessel height.
I've already applied the wind and the seismic code but I'm not properly sure about the skirt thickness and the head/skirt junction in lifting case.
I'm looking for a procedure to verify this.
Where can I find it?

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