Dear all,

I'm analyzing an indoor piping system in an earthquake zone. Would you please quote your helpful comment on the following static load cases!
I prepared it according to the Coade guideline but it was based on WIND and just I changed the wind to earthquake load. I'm not sure if it is correct because wind condition sometimes is stable, but earthquake is an occurrence.


L1: WW+HP HYD
L2: W+T1+P1 OPE
L3: W+P1 SUS
L4: W+T1+P1+U1 OPE
L5: W+T1+P1+U2 OPE
L6: L4-L2 OCC
L7: L5-L2 OCC
L8: L2-L3 EXP
L9: L3+L6 OCC
L10: L3+L7 OCC

cheers,