I am using CII 2013. My question is with regards to comparing the vertical loads on the supports in (HYD) and (SUS) cases. the flow density in my calculation is 50 kg/m3 still, I can not understand why the difference between loads in the aforementioned cases are so little.
I made one extra case "WW" only and set it on (SUS) and one more case the same but, on (HYD), to my surprise the loads on the first case are higher.
P des = 110barg
P hyd = 220barg
am I missing something here?