Seafastening design load

Good morning,

I created a barge model and I run seakeeping analysis on it in MOSES (meters and m-tons dimensions); now I need to evaluate the loads acting on the CoG of some items on deck (small jacket, piles ecc...), to use these values in a FEM analysis software to design seafastening and cribbing. I tried to evaluate these loads getting (on their CoGs) the RMS with ST_POINT, but they look very strong.

Reading forum and manual it looks that the right command to use in this case is FR_FCARGO (especially for g sin theta effect). What I'm planning to do is

- set the 10 years on RMS with &PARAMETER -PROBABILITY maximum 6.07

- specify FR_POINT

- and than FR_Fcargo

The results should be 3 forces in long. trasv. vert. directions in metric tonnes and these should be the design values to be used in FEM software.

Do you think this is a good way to proceed?

Thanks

Pietro