I'm making an analysis to differents standard flanges in a piping system. When I run the program the radial, longitudinal,tangential an average stresses are ok for operational and seating cases. But the software always indicate failure in bolting stress in the seating case. My question is what...
Hi, my name is Julio Cesar and I'm from Colombia (south America). I'm working with Caesar II and my question is about the static output analysis. I want to know why the operational cases aren´t used for make the code stress check( code stress verification) and the sustained and expansion cases...