I want to know, since it isn't written, how I can create the two first cases in presence of structure displacements. Are they the same which there are on the document or have I to do in a different way?
Dear Italtecnica,
Yes any displacements are the same. Please combine which are possible acting together. You can take the reference in case:
-Load Cases with thermal displacements and settlement
-Load Cases with Pitch and Roll
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