I was doing a Sever Wind and Rolling criteria calculation for a fissing vessel. But my vessel always fails. What is the remedy when a vessel fails in sever wind and rolling criteria. I mean when a vessel fails due to high VCG we usually use solid ballast in thw lower most point to reduce the value of VCG. So what to do if a vessel fails in sever wind and roll? I have tried to reduce the lateral projected area by rearranging the superstructure. But no significant improvement. Please suggest what to do in such circumstance ?