Hi everybody.
one:
there is two Load defined to choose the Hanger in Pipe system
L1:W (which is defined to evaluate the Operate Loading of the Hanger(set to Y rigid) in the movement location which to carry the weigh of the pipe system)
L2:W + P1 + D1 + T1(which is defined to evaluate the movement of the pipe system without the weight affects.)

but ,in my opinion , it is not necessary to include W item in L2,because the movement without including weight is not neccessary to include W to evaluate the travel
when I remove the W in the L2,I get the same result?


Two:

when i have a F1 load in some node
Is the Hanger Load the following:
L1:W + F1
L2: W + F1 + D1 + T1 + P1
IS IT CORRECT?


Three:

when I have a predefined Loading in some Hanger
how to set the Load for Hanger calculating?


Four:
when I have Cold Spring In the Pipe System

how to set the Load for Hanger calculating?