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?
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?




