BradSmith,
When I add the displacement and rotation, do I allow the other directions to move? Or do I set the other directions to 0? Again thank you for your help.
BradSmith,
Yes the tank diameter is greater than 36m. So you are saying after I click start run I will use the deflection and rotation from the warning page and apply that deflection to the end of the tank nozzle?
Thanks for your help.
Hi, everyone!
I am modeling a piping layout ending at a tank nozzle. I am to check to make sure the tank nozzle loads are under the allowable limit sent to me by vendor. I have all the information to fill in the nozzle flex tab as seen in the snap shot below:
my question is, do I have to...
dhengr:
I know that the slings should be in tension but for exsample when two are in tension the other two should be 0 not compression, like my SACS model was producing. Sorry I didn't suppoy enough information this is my first post and I am an EIT. Thanks for your advice. I figured it out. I...
Hi,
I am running a combined tow analysis with sea-fastening slings. I have static model which I have slings modeled in as tension only but with no section properties so they will not receive any load during the static case. I then have a dynamic model which I also model in tension only slings...
