Nozzle Loads in Seismic Cases
Nozzle Loads in Seismic Cases
(OP)
Dear all,
at first I want to apologize for seemingly silly questions - but I have to deal with seismic cases (friction multiplier=0) for the first time.
I have a system which is okay in stresses - just the nozzle loads in 2 seismic load cases in +X and +Y (both vertical) exceed.
Please, can you give me some simple advice that could solve the problem?
Thank you very, very much in advance.
at first I want to apologize for seemingly silly questions - but I have to deal with seismic cases (friction multiplier=0) for the first time.

I have a system which is okay in stresses - just the nozzle loads in 2 seismic load cases in +X and +Y (both vertical) exceed.
Please, can you give me some simple advice that could solve the problem?
Thank you very, very much in advance.
RE: Nozzle Loads in Seismic Cases
Why do you have two vertical load directions (X & Y) ?
RE: Nozzle Loads in Seismic Cases