SNORGY
Mechanical
- Sep 14, 2005
- 2,510
After I have modeled through the tank to the tank node and then identified the associated nozzle(s) node between which the API-650 stiffnesses are to be inserted...
The preprocessor (error checker) computes the stiffnesses etc. and then I run the static analysis.
My questions are simply this:
Suppose at one nozzle, I have a rigid element from tank centreline, 20-30, with "30" being the shell node number and "300" being the nozzle node number. I open up the nozzle flex dialogue box and enter the salient nozzle and tank data. Then I connect the next piping element from node 300 to node 310 (i.e., create an element 300-310) and complete the model. Am I correct in my assumption that when I get the output and go to "Nozzle Limits", when the program returns the message (paraphrasing), "There is no data..." it is because I have not actually double clicked the "Nozzle Limit Check" during the input and actually entered the values for load limits? It seems obvious, but if true, then am I still reasonably safe in assuming that when I read the global or local element force reports at 300-310 for each load case, they reflect the loads imposed on the nozzle after the calculated flexibilities have been taken into account?
I just want to make sure I am not missing anything here.
The preprocessor (error checker) computes the stiffnesses etc. and then I run the static analysis.
My questions are simply this:
Suppose at one nozzle, I have a rigid element from tank centreline, 20-30, with "30" being the shell node number and "300" being the nozzle node number. I open up the nozzle flex dialogue box and enter the salient nozzle and tank data. Then I connect the next piping element from node 300 to node 310 (i.e., create an element 300-310) and complete the model. Am I correct in my assumption that when I get the output and go to "Nozzle Limits", when the program returns the message (paraphrasing), "There is no data..." it is because I have not actually double clicked the "Nozzle Limit Check" during the input and actually entered the values for load limits? It seems obvious, but if true, then am I still reasonably safe in assuming that when I read the global or local element force reports at 300-310 for each load case, they reflect the loads imposed on the nozzle after the calculated flexibilities have been taken into account?
I just want to make sure I am not missing anything here.