eski1
Mechanical
- Jun 15, 2004
- 90
I'm hoping someone might be able to help me , we are planning to install some pipework at a clean water processing plant. The Tube is 500mm Dia x 3mm wall thickness in 316 st/st and we have several stabbings coming off of his main Tube as per this one of which is shown here
. I'm trying to figure out if the stabbing which is 200 mm O.d x 3mm wall in 316 st/st will require any additional support to prevent future cracks in operation. This picture
shows the dotted line that was originally modelled and alternative layout using a 22 Deg elbow that we are suggesting doing as this is easier for us to manufacture.
So my question is (albeit i'm fully expecting more information will be required first), is it good practice to use pipe saddles when you get up to the bigger pipe sizes or is there a way with software or otherwise to know when we should be doing something to stiffen up the branch.
Clean Water flows through the pipework at 4 Bar of pressure , although i don't know the flow rate at the moment but am trying to find out
Thanks in advance
So my question is (albeit i'm fully expecting more information will be required first), is it good practice to use pipe saddles when you get up to the bigger pipe sizes or is there a way with software or otherwise to know when we should be doing something to stiffen up the branch.
Clean Water flows through the pipework at 4 Bar of pressure , although i don't know the flow rate at the moment but am trying to find out
Thanks in advance