Dear All engineers,
BY setting Friction multiplier to ZERO in Static Analysis Load case option, this mean frictions are not consider.Does anyone in this forum who can give me idea what are the steps to be considered in calculating loading data to civil in relation to above setting?
I know that thermal reaction force is one to be considered but what load cases and standard report I mean do I need to consider in order to gather a data that can be used for civil?

Please share your good Explanation..!



Nald