Frank 1344; msquared48; BigInch; prex and desertfox, I thank you all for your input to my query. Sorry I did not thank you all much sooner than this but have been away for a while.
Many thanks to you all.
Dear all,
I have been given a problem that involves a 3m length of pipe filled with water, that has a single support(support B on attached diagram) 2.5 m from the left leaving a span of 0.5m from support B to the right side of the pipe. The pipe is to be conneted to the other pipes in the line...
I am trying to locate any standards or guidelines that specify the parameters for the use of tie bars/rods and lugs to restrain a pipeline against axial forces at a joint.
I can size the tie rods ok, but it is the sizing of the lugs that is my main concern. It is for metallic pipe, of very thin...
Hi Desert Fox, I am told that it's not possible to place supports beneath the pipe, due to items below it. The pipes either side of the inclined pipe are supported using saddle supports, and I thought that they could create a bridge between these supports to allow placement of saddle supports...
Hello to you all,
I have been given a problem, consisting of a length of steel pipe of the following dimensions:- 1.75m OD x 3.5m long x 12mm wall amd the pipe is incline at 15 degrees to the horizontal along the longitudinal axis of the pipe. The pipe is to linked into a system using couplings...