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...
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...