Friends,

another question about the cases loads...

for the restrains, moments and displacements always should use this case:
W+P+T+U (OPE)

but, for the code, is the same to realize the analysis whit native loads and combinations loads:

L5= W+P (SUS)
L6= W+P+U (OCC)
L7= L6-L5 (only for construction case)
L8= L5+L7 (OCC)

for the analysis code, L6 = L8???

thanks.