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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...

Dear BigInch, osoloco, and Steve, many thanks to you all for pointing me in the right direction. Elbulldogio

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...

desertfox, many thanks for the assistance, it is greatly appreciated. elbulldogio

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...