I have a 84 inch diam. conveyance pipe that will be going through a slurry wall. The pipe is putting a force of 145 kips on the wall. I need to come up with a design that will distribute this load. The force must be disperesed through the wall since the pipe is conecting to some flexible piping.
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Pipe through Tanke Slurry Wall
- Thread starter burnhakp
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