Dear All,
It's an interested subject.
Today I have a piping model with many load case to check, seismic, snow , settlement and I 'm lost , I cannot define my load cases and combination for all those load, and how I can imput the snow and seismic as uniform load together , or I have to define the snow as force?
For the settlement , this is my first time to do it, I have 25 mm for tank, what are the nodes that I have to enter this displacement? only node connected to tank or what?
I need your help please.
Best Regards