Posted by: basu
Y-Rod - 04/18/06 10:35 PM
Could Any one tell me the details about Modelling the support type as "+Y ROD" with predefined Stiffness [Stif]& Initial spring load [Fi], in CII.
Why we need to model a YRod with predefined values instead of modelling a Spring Hanger.
What is the advantage of doing the same?
Why we need to model a YRod with predefined values instead of modelling a Spring Hanger.
What is the advantage of doing the same?