minorchord2000
Structural
- Sep 26, 2005
- 226
I am a structural engineer and I have a question: I have a 24" diameter steel pipeline under about 40 feet of hydraulic head with occasional changes in direction of 45 degrees each. The pipes are welded together using groove welds. Do I need to account for thrust forces at the bends even though the pipe has welded joints? The pipe run is close to the ground and is supported by pre-cast concrete planks.