Dear all,
I'm very curious to read the answer regarding to paldex's question.
I've other doubts about static load cases.
I'm studying an FRSU plant and I've to consider a lot of cases. I've to take in account the effect due to accelerations Ax Ay Az (condition of rolling, pitching ....),structure dispacements and wind.
Note that wind is always concurrent with Ax or Ay and acceleration mustn't be considered occasionals.
Regarding SUS condition, I don't think W+P1 is the only one to take in account; I've to consider for example this condition with all its combinations:
W+P1+D1+U1+0.5U2+U3+WINx
where D1--->structure displacements
U1--->Ax
U2--->Ay
U3--->Az
Are you agree with me?

The principal doubt I have is: if I mustn't consider Ax,Ay,Az as occasional and also displacements and wind aren't to consider occasional, because they come from or are contemporary with acceleration, is more right to consider W+P1+D1+U1+0.5U2+U3+WINx as SUS condition or in anycase I've to consider it as OCC condition?

If the answer is 'You have to consider it as SUS', won't there be OCC conditions in my statistic load case?

Regards
Best regards